SEWER SYSTEM MANAGEMENT PLAN (SSMP)

SEWER SYSTEM MANAGEMENT PLAN

SEWER MAINTENANCE DISTRICTS OFLOS ANGELES COUNTY

May 2013

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TABLE OF CONTENTS

Introduction…………………………………………………………………………………………………………

Chapter 1 Goals and Actions…..……………..…………………………………………………………..

Chapter 2 Description of Organization………………………..…………………………………………2.1 Management……………………………………………………………………………………2.2 Authorized Representative……………………………………………………………………2.3 Organizational Chart and Responsibilities…………………….…………………………….2.3.1 Organizational Chart for the Sewer Maintenance Districts…..…………………………...2.3.2 Description of Responsibilities………………………………………………………………..2.3.3 Key Support Divisions..………………………………………………………..………………2.3.4 Chain of Communication for SSO Reporting………………………….……………………2.3.5 SMD SSO Procedures Flow Chart………………………………………………………..…

Chapter 3 Legal Authority………………………………………………………………………….……..3.1 Legal Authority…………………………………………………………………………………3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System………………..…3.1.2 Legal Authority to Require that sewers and Connections be Properly Designed

and Constructed……………………………………………………………………………....3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs………..…..3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and other Debris that

may Cause Blockage…………………..……………………………………………………..3.1.5 Legal Authority to Enforce any Violation of Sewer Ordinances……………..……………

Chapter 4 Operation and Maintenance Program……………………………………………….………4.1 Preventive Maintenance Program…………………………………………………….……..4.1.1 Sewer Line and Manhole Inspection………………………………………………….….….4.1.2 Gas Trap Manholes and Siphons…………………………………………………….….…..4.1.3 Drop Manholes………………………………………………………………………….….….4.1.4 Sewer Line Cleaning……………………………………………………………………..…...4.1.5 Vermin and Rodent Control…………………………………………………………….…....4.1.6 Sewage Pump Stations……………………………………………………………………….4.1.7 Work Scheduling…..…………………………………………………………………………..4.1.8 SMD Mapping System………………………………………………………………………...4.2 Rehabilitation and Replacement Plan……………………………………………………….4.2.1 Accumulative Capital Outlay Program of the Consolidated Sewer Maintenance

District…………………………………………………………………………………………...4.2.2 Marina Sewer Maintenance District – Capital Project………………..………….………..4.2.3 Condition Assessment Program………………….…………………………………………..4.3 Equipment Maintenance Replacement Policy……………………………………………...4.4 Training for Field Operations Personnel and Contractors.……………………………..…

Chapter 5 Design and Performance Provision……………………………………….…………………

5.1 Design and Construction Standards and Specifications..…………………………………5.2 Procedures and Standards for Inspection and Testing New and Rehabilitated

Collection Sewer Facilities………..………………………………………………………….

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Chapter 6 Overflow Emergency Response Plan……..…………………………………………………6.1 Overflow Response Procedure……………………………………………………………….6.1.1 Regulatory Agencies Notification and Time Frame………………..……………………….6.1.2 Agencies Telephone/Fax Numbers……………………………………………….…………6.1.3 Procedure to Ensure that Staff and Contractors are Appropriately Trained to

Follow the Emergency Response Plan……………………………………………………..6.1.4 Procedures to Address Emergency Operations such as Traffic, Crowd Control,

and other Necessary Response Activities. ……………………………………….……….6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of the

United States……………………………………………………………………………….....

Chapter 7 FOG Control Program………………….……………………………………………………..7.1 Public Education Outreach Program…………….…………………………….…………….7.2 Disposal Methods for FOG Generated within the SMD Service Area……………………7.3 The Legal Authority to Prohibit Discharges to the System and Identify Measures

to Prevent SSOs and Blockages Caused by FOG. ………………….……………………7.4 Requirements to Install Grease Removal Devices, Design Standards for Grease

Removal Devices, Maintenance Requirements, BMP Requirements, Recordkeeping,and Reporting Requirements……………..…………………………………………………..

7.5 Authority to Inspect Grease Producing Facilities, Enforcement Authorities, andEvidence of Adequate Staffing to Inspect and Enforce the FOG Ordinance……………

7.6 Cleaning Schedule for Identified FOG Prone Sewer Segments…….……………………

Chapter 8 System Evaluation and Capacity Assurance Plan……………….………………………...8.1 System Evaluation and Capacity Assurance……………………………………………….8.2 Adequate Capacity and Correct Design……….…………………………………………….8.3 Capacity Enhancement Plan………………….………………………………………………

Chapter 9 Monitoring, Measurement, and Modification Program………..……………………………9.1 Monitoring………………………………….…………………………………………………...9.2 SSMP Program Effectiveness Evaluation…………………………………………………..9.3 Program Modifications…………….…………………………………………………………..9.4 SSO Location Mapping and Trends…………….……………………………………………9.4.1 Location Map………………………………………..………………………………………….9.4.2 Mapping of SSO Frequencies………………………………………….…………………….

Chapter 10 SSMP Program Audit and Certification……………………………………………………...10.1 SSMP Program Audit…………………………………………….……………………………10.2 SSMP Certification………………………………………………………………………….…10.3 SSMP Modification and Recertification……….……………………………………………..

Chapter 11 Communication and SSMP Availability……………………………………………………...11.1 Communication………………………………….……………………………………………..11.2 SSMP Availability………………………………….……………………………………….….

Chapter 12 CSMD and City Responsibilities Under the WDR………………………………………….12.1 CSMD Versus City Responsibilities……………..…………………………………………..12.2 Sewer-Related Services Provided to the 38 CSMD Cities………..……………..………..12.3 Roles for the CSMD and Cities under the Waste Discharge Requirements………….…

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Revised 5/1/2013

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APPENDICES

Appendix A Waste Discharge Requirements

Appendix B Inventory of Sewer Maintenance Districts Equipment

Appendix CLocation Map For Sewer Maintenance Districts Yards and PumpStations

Appendix D Inventory of Sewer Maintenance Districts Collection Facilities –Revenues and Population Estimate

Appendix E Accumulative Capital Outlay Program Projects

Appendix F Condition Assessment Work Schedule

Appendix G Sanitary Sewer Overflow Response Instruction Manual

Appendix H Sewer Maintenance Productivity Report

Appendix I Performance Measure Indicators

Appendix J Sanitary Sewer Overflow Data

Appendix K Sanitary Sewer Overflow Graphs

Appendix L Collection Systems by Treatment Plant/Region

Appendix MStatewide General Waste Discharge Requirements Applications andPermits

Revised 5/1/2013

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ABBREVIATIONS/ACRONYMS

ACO Accumulative Capital Outlay Program

APWA American Public Works Association

CADD Computer Aided Design and Drafting

CALOSHA California Occupation, Safety and Health Administration

CCTV Closed-Circuit Television

CSMD Consolidated Sewer Maintenance District

DPW County of Los Angeles Department of Public Works

FOG Fats, Oils, and Grease

GIS Geographical Information System

I/I Infiltration Inflow

LACO CODE Los Angeles County Code Title 20 - Utilities

LACO PLUMBING CODE Los Angeles County Plumbing Code - Title 28

LVMWD Las Virgenes Metropolitan Water District

MARINA SMD Marina Sewer Maintenance District

MMS Maintenance Management System

OES California Office of Emergency Services

RWQCB Regional Water Quality Control Board

SMD Sewer Maintenance Districts

SSMP Sewer System Management Plan

SSOs Sanitary Sewer Overflows

WDRs Statewide General Waste Discharge Requirements

Revised 4/1/2014

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DEFINITIONS

Geographical Information System (GIS) – A database linked with mapping, whichincludes various layers of information used by government officials. Examples ofinformation found on a GIS can include a sewer map and sewer features such as pipelocation, diameter, material, condition, and last date cleaned or repaired. The GIS alsotypically contains base information such as streets and parcels.

Infiltration/Inflow (I/I) – Infiltration is generally considered to be extraneous water thatenters the sewer system over longer periods of time, such as groundwater seepagethrough cracks in the sewer. Inflow is generally considered to be extraneous water thatenters the system as a direct result of a rain event, such as through defects in thesewer. While it is impossible to control all I/I, it is certainly desirable to reduce I/I whencost-effective.

Lateral – The portion of sewer that connects a home or business with the mainline inthe street.

Stoppage – A build up of debris in the sewer, which stops the flow of wastewater andallows the water to back up behind the stoppage, sometimes causing an overflow. Alsocalled blockage.

Blockage – A build up of debris in the sewer, which stops the flow of wastewater andallows the water to back up behind the stoppage, sometimes causing an overflow. Alsocalled a stoppage.

Wastewater Collection System – All pipelines, pump stations, and other facilitiesupstream of the headworks of the wastewater treatment plant that transport wastewaterfrom its source to the wastewater treatment plant.

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SEWER SYSTEM MANAGEMENT PLAN FOR THE CONSOLIDATED ANDMARINA SEWER MAINTENANCE DISTRICTS

INTRODUCTION

On May 2, 2006, the State Water Resources Control Board (SWRCB) adoptedStatewide General Waste Discharge Requirements and Monitoring and ReportingProgram (WDRs) by issuing Order No. 2006-0003 (Appendix A). The regulations inOrder No. 2006-0003 were born out of growing concern about the water quality impactsof Sanitary Sewer Overflows (SSOs), particularly those that cause beach closures orpose serious health and safety or nuisance problems. Two major components of theWDRs are the requirements that owners and operators of publicly-owned collectionsewer systems a mile long or greater apply for coverage under the WDRs and that theydevelop and implement a Sewer System Management Plan (SSMP).

This document has been broken down into 12 chapters and organized to be closely inline with the requirements contained and as they appear in the WDRs. Every section orsubsection of each chapter addresses one of the key elements of the SSMP guidelinesof the WDRs.

This document and other existing Department of Public Works’ Programs referencedherein constitute the SSMP for the Sewer Maintenance Districts (SMD) of the County ofLos Angeles. We are confident that by practicing the procedures contained in theSSMP, the occurrence of SSOs should decrease throughout the SMD.

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CHAPTER 1GOALS AND ACTIONS

The goals of this SSMP are to ensure:

1. The SMD’s sanitary sewer collection system facilities are properly operated,maintained, and managed to reduce frequency and severity of sanitary seweroverflows (SSOs) and their potential impacts on public health, safety, and onthe environment.

2. When SSOs occur, prompt action is taken to identify, contain, remove thecause, promptly report the event to appropriate regulatory authorities, and thepublic is adequately and timely notified.

3. All SSOs and system deficiencies and remedial actions taken are welldocumented.

4. The SMD’s sewer system operators, employees, contractors, responders, orother agents are adequately trained and equipped to address an SSO event.

5. The SMD’s sewer system is adequately designed, constructed, and funded toprovide adequate capacity to convey base flows and peak flows while meetingor exceeding applicable regulations, laws, and the generally acceptablepractices relative to sanitary sewer system operations and maintenance.

The actions to be taken under this SSMP are to ensure accomplishment of the goals:

1. Conduct a planned and scheduled maintenance program that will minimize therisk and occurrence of SSOs, in support of the SSMP goals.

2. When SSOs do occur, respond to the reported site in a timely manner andundertake feasible remedial actions to contain the overflow impacts, includingstopping the flow from reaching the storm drain, if possible.

3. Stop the overflow as soon as possible and limit public access to the overflowarea to prevent public contact with any wastewater contamination.

4. Completely recover the overflow and return it to the sewer system and thenclean up the contaminated area.

5. Gather and compile all pertinent information regarding the overflow event,investigate as necessary to determine probable cause, document findings,report to the appropriate regulatory agencies in a timely manner, and file thecompleted report.

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CHAPTER 2DESCRIPTION OF ORGANIZATION

2.1 Management

The County of Los Angeles SMD are made up of the Marina Sewer MaintenanceDistrict (Marina SMD), the Consolidated Sewer Maintenance District (CSMD), and its9 zones. The SMD serve a population of over 2.5 million people within the Countyunincorporated area and 38 cities. The SMD are managed by the County ofLos Angeles Department of Public Works (DPW), Sewer Maintenance Division. Thetotal annual budget for system operation, maintenance, and administration is over$36 million. The collection system consists of over 5,200 miles of gravity sewer linesand 158 pump stations. About 95 percent of flows from these local sewers dischargeinto the County Sanitation Districts of Los Angeles County facilities for treatment anddisposal. A small percentage of the total sewage generated within SMD is treated atthe City of Los Angeles, Las Virgenes Municipal Water District (LVMWD), and four smallSMD owned facilities.

The SMD have 191 budgeted positions. The distribution of the SMD personnel isdepicted in the organizational chart presented in Section 2.3.1 of this chapter. Thesepersonnel provide engineering evaluation of proposed and existing sewer facilities,administer the County’s sewer service charge ordinance, carry out annexationproceedings for new territories, form and dissolve service zones, maintain facility recordplans, and administer preventive maintenance and sewer construction programs.

2.2 Authorized Representative

The Assistant Deputy Director for the Sewer Maintenance Division is responsible for theexecution of the compliance actions required under the WDRs. This includes, but is notlimited to, signing and certification of all reports and correspondence as required underthis order. The Principal Engineer and Senior Civil Engineers in theSewer Maintenance Division may also perform these duties on behalf of theAssistant Deputy Director.

2.3 Organizational Chart and Responsibilities

The organization chart showing the structure and relationships of all SMDadministrative, management, and field positions is presented in Section 2.3.1 and thedescription of responsibilities is presented in Sections 2.3.2 and 2.3.3.

Revised 4/15/2013

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2.3.1(a) ORGANIZATIONAL CHART FOR THE SMD

Board of Supervisors

Director of Public Works

Assistant Director

Assistant Deputy DirectorSewer Maintenance Division

Principal Engineer

Senior Civil EngineerOffice Engineering & Budget

Sewer Plan Check Unit

Mapping & AnnexationUnit

Clerical Support Staff

Direct Assessment Unit

Senior Civil EngineerField Operations(Gravity System)

Sewer MaintenanceSuperintendents

Sewer MaintenanceSupervisors

Sewer MaintenanceCrew Leaders

Public WorksMaintenance Workers

Clerical Support Staff

Senior Civil EngineerField Operations(Pump Stations)

Electro-MechanicSupervisor

Electro-MechanicWorking Supervisors

Electro-Mechanics

AssistantElectro-Mechanics

Helper, Electricals

Office EngineeringStaff

Deputy Director

Procurement Unit

Accumulative CapitalOutlay/ConditionAssessment Unit

Revised 2/13/2013

Administrative Service Division

Building and Safety Division

Construction Division

Design Division

Environmental Program Division

Flood Maintenance Division

Human Resources Division

Information Technology Division

Land Development Division

Support Divisions

Survey/Mapping and PropertyManagement Division

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2.3.1(b) ORGANIZATIONAL CHART WITH NAMES AND PHONE NUMBERS

Board of Supervisors

Hilda L. Solis Supervisor, First District (213) 974-4111

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

Public WorksGail Farber Director (626) 458-4002Mark Pestrella Assistant Director (626) 458-4001Massood Eftekhari Deputy Director (626) 458-4016

Sewer Maintenance DivisionRajesh Patel Assistant Deputy Director (626) 300-3304Martin Moreno Principal Engineer (626) 300-3312

(Office Engineering & Budget)Nicholas Agbobu Senior Civil Engineer (626) 300-3382

Sewer Plan Check UnitKari Eskridge (626) 300-3390

Mapping & Annexation UnitJennie Teng (626) 300-3366

ProcurementCynthia Phan (626) 300-3322

Direct Assessment UnitLinh La Staff Assistant (626) 300-3340

Clerical Support StaffSandra Brenes Secretary V (626) 300-3309

(Field Operations – Pump Stations)Jeff Bouse Senior Civil Engineer (626) 300-3373

Alex Villarama Civil Engineer (626) 300-3374Mark Ramirez Electro-Mechanic Supervisor (626) 300-4682Gilbert Nelson, EM- South Electro-Mechanic Working Supervisors (323) 233-2015George Modlin, EM-East Electro-Mechanic Working Supervisors (626) 446-3271George Modlin, EM-Central Electro-Mechanic Working Supervisors (562) 941-7011Young Park, EM-North Electro-Mechanic Working Supervisors (661) 940-8484

Electro-MechanicsJose Portillo, EM South Electro-Mechanic (323) 233-2015Julio Gonzalez, EM South Electro-Mechanic (323) 233-2015William Martinez, EM South Electro-Mechanic (323) 233-2015Alfredo Duran, EM South Electro-Mechanic (323) 233-2015Dave Perry, EM East/Central Electro-Mechanic (562) 941-7011Jeffrey Krecklow,EM East/Central

Electro-Mechanic (626 ) 446-3271

Ruben Chavira,EM East/Central

Electro-Mechanic (626 ) 446-3271

Po-Tin Chou,EM East/Central

Electro-Mechanic (562) 941-7011

Luis Bernal, EM East/Central Electro-Mechanic (626 ) 446-3271Filiberto Delgado,EM North/West


Kirk Sennett, EM North/West Electro-Mechanic (661) 942-6042Anthony Valles,EM North/West


Assistant Electro-MechanicRaul Torres, EM North/West Asst. Electro-Mechanic (661) 942-6042Noe Delgado, EM South Asst. Electro-Mechanic (323) 233-2015Mariano Copado,EM East/Central

Asst. Electro-Mechanic (626 ) 446-3271

John Chiang,EM East/Central Asst. Electro-Mechanic (562) 941-7011Helper, ElectricalsJeffrey Saveela, EM South Helper, Electrical (323) 233-2015Luis Rodriguez, EM South Helper, Electrical (323) 233-2015Zaven Thomassian, EM South Helper, Electrical (626 ) 446-3271Bryin Goodman,EM East/Central

Helper, Electrical (626 ) 446-3271

John Hernandez,EM East/Central

Helper, Electrical (562) 941-7011

Ray Pereida, EM North/West Helper, Electrical (661) 942-6042James Herrington,EM North/West

Helper, Electrical (661) 222-2569

Field Operations – Gravity SystemRobert Swartz Senior Civil Engineer (626) 300-3367Mike Garcia, Central SM Superintendents (562) 941-7011James Pryor, East SM Superintendents (626) 446-5227Paul Bradford, South SM Superintendents (323) 233-3330John Feese, North SM Superintendents (661) 942-6042Tim Bohannon, Central SM Supervisors (562) 941-7011Juan Alonso, Central SM Supervisors (562) 941-7011Jim Vives, East SM Supervisors (626) 446-5227Chris Pena, East SM Supervisors (626) 446-5227Jesse Cisneros, South SM Supervisors (323) 233-3330Capice Simms, South SM Supervisors (323) 233-3330Michael Duncan, North SM Supervisors (661) 942-6042Stephen Vincent,Santa Clarita

SM Supervisors (661) 222-2569

Accumulative Capital Outlay/Condition Assessment UnitFernando Villaluna Civil Engineer (626) 300-3380

SM Crew LeadersCentralFrancisco Arellano Jr SM Crew Leader (562) 941-7011Jaime Ochoa SM Crew Leader (562) 941-7011Gerald S Oberg SM Crew Leader (562) 941-7011Diane Giles SM Crew Leader (562) 941-7011Isaac R Leal SM Crew Leader (562) 941-7011Dajuan N Clark SM Crew Leader (562) 941-7011EastEdward A Martinez SM Crew Leader (626) 446-5227Terry H Taylor SM Crew Leader (626) 446-5227Michael T Cooper SM Crew Leader (626) 446-5227Vidal A Tovar SM Crew Leader (626) 446-5227Marc A Ruiz SM Crew Leader (626) 446-5227Darrell Carter SM Crew Leader (626) 446-5227Ernesto Duran SM Crew Leader (626) 446-5227Ricardo Montano Jr SM Crew Leader (626) 446-5227Ernie C Aleman SM Crew Leader (626) 446-5227SouthJerome A Murray SM Crew Leader (323) 233-3330Dennis C Walton SM Crew Leader (323) 233-3330Dewayne E Moore SM Crew Leader (323) 233-3330Claude Redwine SM Crew Leader (323) 233-3330Jerry D Mc Ghee SM Crew Leader (323) 233-3330Leo Sanders SM Crew Leader (323) 233-3330Angelo Quihuiz SM Crew Leader (323) 233-3330Daryll A Carrillo SM Crew Leader (323) 233-3330Alfonso M Munoz SM Crew Leader (323) 233-3330Donald R Moore SM Crew Leader (323) 233-3330NorthDonald W Allen SM Crew Leader (661) 942-6042Deraold Dolittle SM Crew Leader (661) 942-6042Daryl S Richardson SM Crew Leader (661) 942-6042Santa ClaritaRico A Nunley SM Crew Leader (661) 222-2569Michael Nicholson SM Crew Leader (661) 222-2569Charles R Padget SM Crew Leader (661) 222-2569George Y Sanchez SM Crew Leader (661) 222-2569

Public Works Maintenance WorkersCentralMiguel Reynoso Public Works Maintenance Workers (562) 941-7011Joel Campos Public Works Maintenance Workers (562) 941-7011Jose A Moreno Public Works Maintenance Workers (562) 941-7011Timothy J Banuelos Public Works Maintenance Workers (562) 941-7011

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Adrian Mendez Public Works Maintenance Workers (562) 941-7011Manuel E Mares Public Works Maintenance Workers (562) 941-7011Yao R Guan Public Works Maintenance Workers (562) 941-7011Zion D Sanchez Public Works Maintenance Workers (562) 941-7011Daniel A Segovia Public Works Maintenance Workers (562) 941-7011Gabriel R Ponce Public Works Maintenance Workers (562) 941-7011Gabriel Guajardo Public Works Maintenance Workers (562) 941-7011Saul P Hernandez Public Works Maintenance Workers (562) 941-7011Vince L Sutherland Public Works Maintenance Workers (562) 941-7011William F Hawkins Public Works Maintenance Workers (626) 446-5227Paul Guerrero Public Works Laborer (562) 941-7011Alfredo Beltran Public Works Laborer (562) 941-7011Oliver W Lloyd Bricklayer (562) 941-7011

Frank E BensonSr. Equipment MaintenanceWorker (562) 941-7011

EastMerrill D Price Public Works Maintenance Workers (626) 446-5227Daniel G Johnson Public Works Maintenance Workers (626) 446-5227Mark Peifer Public Works Maintenance Workers (626) 446-5227Jesus Medina Public Works Maintenance Workers (626) 446-5227Eric R Briones Public Works Maintenance Workers (626) 446-5227Donald L Banks Public Works Maintenance Workers (626) 446-5227James Gray Public Works Maintenance Workers (626) 446-5227Antonio B Nieto Jr Public Works Maintenance Workers (626) 446-5227Torus S Stepney Public Works Maintenance Workers (626) 446-5227Hope Nwachuku Public Works Maintenance Workers (626) 446-5227Jason R. Tella Public Works Maintenance Workers (626) 446-5227Brian L Jefferies Public Works Maintenance Workers (626) 446-5227Michael T Shelton Public Works Maintenance Workers (626) 446-5227Dwayne L Edmond Public Works Maintenance Workers (626) 446-5227

Jesus R GarciaSr. Equipment MaintenanceWorker

(626) 446-5227

Charles Richards Public Works Laborer (626) 446-5227Shaun Skvarca Public Works Laborer (626) 446-5227Jonathan De Leon Public Works Laborer (626) 446-5227Vernon E Wingo Bricklayer (626) 446-5227Angel V Cuevas (626) 446-5227Luis M Velarde (626) 446-5227Kevin L Richardson (626) 446-5227SouthAnthony Gardiner Jr Public Works Maintenance Workers (323) 233-3330Ernesto Flores Public Works Maintenance Workers (323) 233-3330Jose Zuniga Jr Public Works Maintenance Workers (323) 233-3330Jeffrey P Jackson Public Works Maintenance Workers (323) 233-3330Patrick Pandy Public Works Maintenance Workers (323) 233-3330Kevin R Gibson Public Works Maintenance Workers (323) 233-3330Keith M Cotlage Public Works Maintenance Workers (323) 233-3330Dewayne Johnson Public Works Maintenance Workers (323) 233-3330Angel Villafana Public Works Maintenance Workers (323) 233-3330Jorge Nevarez Public Works Maintenance Workers (323) 233-3330Derrick L Dennis Jr Public Works Maintenance Workers (323) 233-3330Charles Bernard Iv Public Works Maintenance Workers (323) 233-3330Neftali A Juarez Public Works Maintenance Workers (323) 233-3330Justin Ellis Public Works Laborer (323) 233-3330Brandon Washington Public Works Laborer (323) 233-3330

Antonio Ochoa Public Works Laborer (323) 233-3330Cory Tolliver Public Works Laborer (323) 233-3330Juan Torres Public Works Laborer (323) 233-3330Edward S Sorensen Bricklayer (323) 233-3330

Johnny Mc DowellSr. Equipment MaintenanceWorker

(323) 233-3330

NorthNickolaus J Trigueiro Public Works Maintenance Workers (661) 942-6042Frank J Fernandez Public Works Maintenance Workers (661) 942-6042Enrique F. Martin Public Works Maintenance Workers (661) 942-6042William Kenyon Public Works Maintenance Workers (661) 942-6042Shannan M Anastasi Public Works Maintenance Workers (661) 942-6042Rodney Roberson Bricklayer (661) 942-6042

Virgil D FowlerSr. Equipment MaintenanceWorker

(661) 942-6042

Santa ClaritaBrian C Tethers Public Works Maintenance Workers (661) 222-2569Corey Stowe Public Works Maintenance Workers (661) 222-2569Eric A Beam Public Works Maintenance Workers (661) 222-2569Christian Jensen Public Works Maintenance Workers (661) 222-2569Eddie Terry Jr Public Works Maintenance Workers (661) 222-2569Kevin Myers Public Works Laborer (661) 222-2569

Clerical Support StaffJim Prem, Central Senior Clerk (562) 941-7011Jennifer Garcia, Central Intermediate Typist Clerk (562) 941-7011Chris Pussman, East Intermediate Clerk (626) 446-5227Zamir Zyada, East Intermediate Clerk (626) 446-5227Norma Valdez, South Intermediate Typist Clerk (323) 233-3330Anita Carver, North Intermediate Typist Clerk (661) 942-6042Lindsey Bennet,Santa Clarita

(661) 222-2569

Support DivisionsAdministrative Service Division

Ghayane Zakarian Division Chief (626) 458-4078Building and Safety Division

Hector Bordas Superintendent of Building (626) 458-6385Construction Division

James T. Sparks Asst. Deputy Director (626) 458-3100Design Division

Rossana D’Antonio Asst. Deputy Director (626) 458-7800Environmental Division

Pat Proano Asst. Deputy Director (626) 458-3500Flood Maintenance Division

Sree Kumar Asst. Deputy Director (626) 458-4145Human Resources Division

Barbara Knighton Division Chief (626) 458-2100Information Technology Division

Isaac Gindi Division Chief (626) 458-4107Land Development Division

Anthony Nyivih Asst. Deputy Director (626) 458-4900Mapping and Property Division

Steven Steinhoff Asst. Deputy Director (626) 458-7000

Revised 2/13/2013

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2.3.2 Description of Responsibilities

The description of the responsibilities or roles of each position, especially as related toSSOs, are as follows:

Board of Supervisors – Responsible for establishing new and amending existinglaws governing the operations of the SMD and approving all SMD contracts andagreements.

Director of Public Works – Establishes SMD policy within the scope of theBoard of Supervisors’ policy and legal requirements, directs its execution, andevaluates work accomplished by SMD. Directs the development and enactmentof new Ordinances and directs the enforcement of Plumbing Codes involvingillegal connections, upkeep of sewer house laterals, and the design andconstruction of new and rehabilitation of existing sewer collection systems.

Assistant Director of Public Works – Assists in establishing SMD policy within thescope of the Board of Supervisors’ policy and legal requirements and in directingits execution, and in evaluating work accomplished by SMD. Reports to and canact on behalf of the Director of Public Works.

Deputy Director – Responsible for formulating SMD policies and procedures.Directs emergency sewer repair activities, special studies, investigations, andreports concerning SMD sewer infrastructure, claims, and litigations against theSMD. Reports to and can act on behalf of the Chief Deputy Director ofPublic Works.

Assistant Deputy Director – Assists in the formulation of SMD policies andprocedures. Directs studies, investigations, and the preparation of reports,budget, and contractual agreements with private firms for SMD. Responsible forthe day-to-day management and operation of the SMD. Reports to theDeputy Director.

Principal Engineer – Assists the Assistant Deputy Director in directingengineering and management activities relating to the maintenance of the sewercollection system. Acts as the Assistant Deputy Director.

Senior Civil Engineer – Has oversight of office engineering, clerical, and fieldoperation and maintenance staff. Reports to and can act on behalf of thePrincipal Engineer.

Regional Sewer Maintenance Superintendent – Responsible for the sewercollection system operation and maintenance activities at specific field yards,with the exception of pump stations, for the SMD. Reports to a Senior CivilEngineer.

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Sewer Maintenance Supervisor – Responsible for the oversight of theSewer Maintenance field maintenance personnel including the constructioncrews, gravity sewer system operation, and maintenance crews, etc. Reports toa Regional Sewer Maintenance Superintendent.

Public Works Crew Leader – Responsible for assigning work and has oversightfor the activities of a crew of at least two field personnel. Reports to the SewerMaintenance Supervisor.

Field Crews – These include the Public Works Laborers and Public WorksMaintenance Workers and are responsible for maintenance activities of thesanitary sewer collection system including response to SSOs, sewer cleaning,construction, and other activities as needed. Reports to a Crew Leader.

Electro-Mechanic Supervisor – Responsible for the operation and maintenanceof the SMD pump stations and force mains. Reports to a Senior Civil Engineer incharge of field pump station operations.

Electro-Mechanic Working Supervisor – Responsible for pump stations operationand maintenance activities. Also has oversight of the work of lower levelElectro-Mechanics and their staff. Reports to an Electro-Mechanic Supervisor.

Electro-Mechanic/Assistant Electro-Mechanic/Helper, Electrical – In crews of two.These personnel carry out the operation and maintenance activities of the SMDpump stations and force mains.

Office Administrative and Clerical Assistants – Assist in the preparation of theSMD budget, Board letters, and other correspondence and are responsible forthe sewer service charge direct assessments.

2.3.3 Key Support Divisions

Other divisions within the DPW are currently and will continue to be responsible forcarrying out some of the compliance actions called for by the WDRs for the SMD. Thekey support divisions and their responsibilities are described below:

Administrative Services Division – Responsible for procuring equipment and asneeded contract services for emergency sewer repair projects, printing andmailing of public education outreach program materials, and for procuringmaterial and supplies needed for the day-to-day operation and maintenanceactivities.

Building and Safety Division – Responsible for issuing permits for sewerconnection and for the enforcement of the Plumbing Codes involving properconnection, maintenance of sewer house laterals, and illegal discharges into thepublic sewers.

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Construction Division – Responsible for administrating the SMD’s sewerrehabilitation and reconstruction contracts.

Environmental Programs Division (EPD) – Responsible for enforcing the SMD’sFats, Oils, and Grease program including point source control, inspection ofindustrial waste and grease generating facilities, and investigation of illicitdischarge of chemicals, debris, etc., into the public sewer, and for conductingwater quality monitoring for SSOs in which 50,000 gallons or greater are spilledto surface water

Design Division – Responsible for developing standard plans and preparingplans and specifications for SMD sewer rehabilitation and reconstructionprojects.

Flood Maintenance Division – Assists SMD in tracing, containing, and cleaningup of SSOs that reach a storm drain system.

Information Technology Division – Responsible for operating the EmergencyOperation Center for the entire DPW including service calls, SSOs, and pumpstation malfunction calls for the SMD.

Human Resources Division – Responsible for staffing the SMD and training ofpersonnel.

Land Development Division – Responsible for subdivision plan checks to ensurecompliance with the DPW’s standards for construction of new sewer collectionsystems. Plan checks sewer capacity studies to size proposed SMD lines andsets requirements to ensure adequate capacity in existing systems.

Survey/Mapping and Property Management Division – Responsible forprocessing access easement documents and procuring easements for publicsewer facilities located in private properties. Also responsible for investigatingSSOs related claims and litigations against the SMD.

2.3.4 Chain of Communication for SSO Reporting

The chain of communication for reporting SSOs, from receipt of a complaint or otherinformation to reporting to appropriate regulatory agencies, is presented inSection 2.3.5. The SMD Overflow Emergency Response Plan will be discussed in moredetail in Chapter 6 of this document.

10

2.3.5 SMD SSO PROCEDURES FLOW CHART

Revised 9/17/2014

NO YES

DPW dispatch receives SSOcalls from the Public or Telemetry

System

After-hours

NO NO

Stop SSO and notify appropriateagency for Clean-up and

Reporting

Crew Leader calls dispatchIs it SMDfacility?

Written Report to:- RWQCB (upon request)- SWRCB Web Page

Senior Civil Engineer

SMD Crew- Call Dept. Of Public Health- Call RWQCB- Call OES 1

- Call FMD 2

- Call EPD 3

Crew Leader

- Stops SSO- Cleans up- Prepares report- Report to radio room (dispatch)

Crew Leader

YES

NearestSMD crew

investigates

Crew Leader

YES

Superintendent or Supervisoron Emergency call list

Is it SMDfacility?

Standby crewinvestigates

Crew Leader

1 California Office of Emergency Services(OES) is notified when SSO greater than orequal to 1,000 gallons discharged to orpotentially will be discharged to surfacewater.

2 Flood Maintenance Division (FMD) is onlynotified when the SSO has entered a stormdrain.

3 Environmental Program Division (EPD) isonly notified when SSO of 50,000 gallons orgreater are spilled to surface water.

11

CHAPTER 3LEGAL AUTHORITY

3.1 Legal Authority

The SMD were formed pursuant to Chapter 4 of the State of California Health andSafety Code (Section H4870 – 8) with the County of Los Angeles Board of Supervisorsacting as their governing body. The Board of Supervisors, by law, may make andenforce all rules and regulations necessary for the administration of the SMD and for thecleaning, repair, construction, reconstruction, renewal, replacement, operation, andmaintenance of collection sewers within the SMD. Consistent with the law, severalordinances have been established by the Board of Supervisors to govern all aspects ofthe SMD operations. The legal authorities for the specific areas stipulated in the WDRsare covered in various sections of the Los Angeles County Plumbing Code (LACOPlumbing Code), and Chapters 20.20, 20.24, 20.26, 20.32, 20.34, 20.36, and 20.40 ofthe Los Angeles County Code Title 20 – Utilities (LACO Code) some of which arediscussed below.

3.1.1 Legal Authority to Prevent Illicit Discharges into the Sanitary System

The LACO Plumbing Code Title 28 (Sections 306.2, 714.2, and 1101.2) prohibits theunauthorized discharge of rain, surface, or subsurface water into the collection system.The illegal dumping of offensive or damaging substances such as chemicals, debris,etc., which are considered inflows, are prohibited by LACO Code, Section 20.36.010.The SMD have an I/I control program under the SMD’s ongoing sewer line cleaning andmaintenance program, which includes closed-circuit television (CCTV) and othermechanisms to detect I/I. By ordinance, the Board of Supervisors has established afinancial plan to ensure capital replacement or rehabilitation of sewer lines prone to I/Iwithin the CSMD (LACO Code, Section 20.40.045). The Marina SMD providesadequate funding to eliminate I/I sources in the mainline sewers and manholes. TheLACO Code, Section 20.24.080 requires that property owners be responsible formaintenance of their house lateral, including the elimination of cracks, tree roots, andother debris. A similar law is also found in Section 101.3.2 of the LACO Plumbing CodeTitle 28.

3.1.2 Legal Authority to Require that Sewers and Connections be ProperlyDesigned and Constructed

The LACO Code Sections 20.32.330 and 20.32.340 require that the design of newmainline sewers and pumping plants, respectively, be in conformity with requirements ofPart 3 of Chapter 20.32 of the Code. Similarly, Section 20.32.350 of the LACO Coderequires that the design of new house laterals conform to the requirements of Part 3,Chapter 20.32 of the Code unless otherwise covered by the LACO Plumbing Code,Title 28. The construction of a collection sewer system, by law (LACO Code20.32.580), is required to conform to all the requirements prescribed by Division 2 of theLACO Code, by the Standard Specifications for Public Works Construction (GreenBook) and by the Special Provisions and Standard Plans, all on file in the office of the

12

Director of Public Works (County Engineer). The inspection and construction ofmainline sewers and pumping plants to ensure proper construction is covered underSection 20.32.590 of the LACO Code. The construction of house laterals is coveredunder the LACO Plumbing Code.

3.1.3 Legal Authority to Ensure Access for Maintenance, Inspection, or Repairs

Title 20, Division 2 of the Los Angeles County Code gives DPW the legal right to setrequirements that allow unrestricted maintenance access to the public sewerinfrastructure. This access is secured through the DPW’s unwavering enforcement ofthe requirement for sewer easements around all public sewer appurtenances located inprivate properties. These easements are detailed by the designer on the sewerconstruction plans and are reviewed through the iterative plan check process. Plancheckers take special care to ensure that maintenance crews will have room for accessand equipment usage for both routine maintenance and replacement or repairconstruction as necessary. The Title 20 requirements to leave these easements free ofobstruction are also reiterated on all sewer plans that contain easements and thepotential for conflict or restriction of access is reviewed exhaustively during plan check.

3.1.4 Legal Authority Limiting the Discharge of Fats, Oil, and Grease and otherDebris that may Cause Blockage

The Director of Public Works under the LACO Plumbing Code, Title 28, has the legalauthority to require the installation of grease interceptors at restaurants and other foodestablishments that generate grease. Section 20.36.560 of LACO Code also gives theDirector 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 willdamage or increase the maintenance costs of the sewer collection system.

The LACO Code Section 20.24.090 gives the Director of Public Works the legalauthority to inspect mainline sewers, sewage pumping plants, interceptors, etc., as oftenas he deems necessary, to ascertain whether such facilities are maintained andoperated in accordance with the provisions of Division 2 of the LACO Code. Section20.36.400 of the LACO Code prohibits the discharge of Fats, Oils, and Grease (FOG)and other substances that may, among other things, clog, obstruct, fill, or necessitatefrequent repairs, cleaning out, or flushing of sewer facilities in the sewer system.

3.1.5 Legal Authority to Enforce any Violation of Sewer Ordinances

Under Section 20.24.100 of the LACO Code, the Director of Public Works is empoweredto enforce all of the requirements prescribed in Division 2 – Sanitary Sewers andIndustrial Waste of the Code and in accordance with Section 20.24.110 may delegatethis authority. LACO Code Section 20.24.160 allows criminal penalties for anyviolations of the Sewer and Industrial Waste Ordinances.

The Codes, standard plans, specifications, and other materials cited in this chapter arefiled at the office of the Director of Public Works.

13

CHAPTER 4OPERATION AND MAINTENANCE PROGRAM

4.1 Preventive Maintenance Program

The SMD’s maintenance services are provided from five maintenance yardsstrategically located within the County of Los Angeles for efficient management ofmaintenance activities including SSOs and other emergencies. The maintenance crewsare equipped with standard industry technologies including radio equipped trucks foreasy communication, cellular phones, heavy and light construction equipment, vacuumtrucks, pumps, generators, trucks equipped with closed-circuit television units for interiorinspection of sewer lines, and various types of safety equipment. A complete inventoryof the SMD equipment is presented in Appendix B.

The cornerstone of the SMD’s maintenance operation is the preventive maintenanceprogram as described in the DPW’s training guide maintained in each of the fieldmaintenance yards. This program consists of regular inspection of the sewer systemincluding manholes, pipes, siphons, pump stations, treatment plants, regular cleaning,repair, and related activities. This program is designed and carried out to detect andcorrect potential problems before they develop into major problems. The following is asummary of the key preventive maintenance activities (Details are contained in the SMDMaintenance and Operations manual), and where applicable, frequencies for theseservices have been included:

4.1.1 Sewer Line and Manhole Inspection – The interior and exterior of manholesare inspected semi-annually for any structural defects, sewage flow condition,presence of vermin or rodents, deleterious industrial waste, odors, and any signsof unusual settlement around or evidence of debris within the manholes andalong sewer alignments.

4.1.2 Gas Trap Manholes and Siphons – On a monthly basis, these facilities areinspected and cleared of any stoppages or flow restrictions.

4.1.3 Drop Manholes – These facilities are inspected and cleared of stoppages andflow restrictions on variable frequencies based on prior inspection records.

4.1.4 Sewer Line Cleaning – Sewer lines are cleaned by hydro jet or rodding.Frequency of cleaning is based on inspection records. Sewer lines known toaccumulate grease, garbage grinds, or sand are put on monthly, quarterly, orsemi-annual cleaning schedule and those prone to root growth are periodicallyrodded or chemically treated.

4.1.5 Vermin and Rodent Control – Sewers infested by insects are chemicallytreated. Those infested by rodents are baited.

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4.1.6 Sewage Pump Stations – All pump stations are equipped with telemetry/alarmsystems and are inspected at least once a week. Pumps and motors arelubricated, control mechanisms and valves are checked and adjusted asnecessary, and equipment is repaired or modified as required.

4.1.7 Work Scheduling – Most work orders are generated and tracked by using theDPW’s Maintenance Management System (MMS). Field crew activities arerecorded in various forms such as service requests, cleaning reports, sewermaintenance daily reports, manhole adjustments, overflow report forms, etc., andare stored in the MMS.

4.1.8 SMD Mapping System – As-built plans of the SMD facilities are maintainedeither by the DPW or cities within the CSMD. Data on the plans, such as systemlocations and alignment, pipe material, size, etc., are stored in the SMD’sComputer-Aided Design and Drafting (CADD) System. Information generated bythe CADD is printed on 369 map sheets stored in the Mapping and AnnexationUnit of the Sewer Maintenance Division located at 1000 South Fremont Avenue,Alhambra, California. These maps are also distributed to the SMD’s field crew,for work scheduling and responding to emergencies, and to cities and otheragencies. The maps are updated to reflect any changes in the system.

DPW is currently working on plans to convert the CADD mapping system toGeographical Information System (GIS). This will create a mapping system thatincludes a sewer map and sewer features such as pipe location, diameter, material,condition, last date cleaned or repaired, flow direction, etc. The system includes baseinformation such as streets and parcels. This database linked with mapping alsoincludes various layers of information such as the storm drain systems, trunk sewerlines, etc., used by the DPW and other governmental agencies.

A map showing the locations of SMD field maintenance yards and pump stations ispresented in Appendix C. Following the map is an inventory of the SMD’s collectionsystem facilities (Appendix D). The sewer lines are presented by size, type of material,and total length within each of the 38 cities served by the SMD and the unincorporatedCounty area. Also shown (Appendix D17) are the approximated total revenuesgenerated in the cities and unincorporated County area based on current sewer servicecharge rates and total number of sewage units.

4.2 Rehabilitation and Replacement Plan

Sewer facilities assessment and rehabilitation are an integral part of the SMD’spreventive maintenance program. The historical background of the capital improvementprograms of SMD, work that has been completed or planned, short- and long-termprojects, and the SMD’s newly created Condition Assessment Program for the collectionsewer system are discussed below.

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4.2.1 Accumulative Capital Outlay Program of the Consolidated SewerMaintenance District

The Accumulative Capital Outlay (ACO) Program fund was established in 1987 as amechanism to pay for sewer pipe replacements, relief sewer construction, and majorimprovements to sewage pumping stations. The objectives of the funds are to establisha charge to be collected from each parcel of real property in the Consolidated SewerMaintenance District and utilize these monies for sewer line repair and rehabilitationprojects (emergency or scheduled). The current additional annual sewer service chargefor the ACO Program is $5 per equivalent single family residence. Under this Program,a great majority of the pipelines built with Portland cement concrete, which havedeteriorated by sewage in its 50+ years lifetime, have been replaced with the moredurable vitrified clay material and/or have been protected by an impenetrable liningmaterial. This lining material minimizes the effects of invasive root intrusions andprevents storm water or groundwater infiltration which compromise the capacity of thelines. These preventive measures will ensure a reduction of sewage overflows. A list ofthe current and future ACO projects through Fiscal Year 2014-15 are presented inAppendix E.

In addition, some deteriorated lines are discovered during preventive maintenance ofour sewer lines. These lines are either immediately repaired by force account, use ofemergency contractors, or are added to the list of future ACO projects.

However, most hydraulic deficiency-related issues will be referred to cities, if locatedwithin their boundaries, or to the County, if located within unincorporated County, forappropriate remedial actions.

In compliance with the WDRs, all sewer pipe segments within the SMD found to havestructural deficiencies will continue to be rehabilitated or reconstructed under ourcurrent ACO program.

4.2.2 Marina Sewer Maintenance District – Capital Project

The Marina Sewer Maintenance District (Marina SMD) was established in 1963 to fundthe operation, maintenance, repair and replacement/rehabilitation of the approximately12 miles of sewer line, one pump station and the costs for treatment and disposal ofsewage at the City of Los Angeles’ Hyperion Treatment Plant facilities. The currentannual sewer service charge to each possessory parcel in the Marina SMD is $190 perequivalent single family residence.

A consulting engineering firm was hired in 1992 to identify sources of sea waterinfiltration into the Marina SMD sewers and other deficiencies in the system and torecommend appropriate remedial actions. Most of the sewer lines were televised andranked for repairs based on extent of deterioration. To date, all gravity sewer lines inthe Marina SMD totaling 11.32 miles have been rehabilitated by lining at a total cost of $2.75 million. In addition, all 207 manholes in Marina SMD have been lined to eliminate

Revised 06/11/14

16

potential seawater infiltration and wastewater exfiltration in the area at a cost of $ 1.7million. In 2012, a carbon air scrubber unit was installed near the outlet of the pumpstation force main to minimize and control the effects of sewer odor in this vicinity.

4.2.3 Condition Assessment Program

The sanitary sewer Condition Assessment Program (CAP) for the CSMD wasestablished in 2004. The current annual charge for CAP is $4 per equivalent singlefamily residence. The primary objectives of this Program are to perform closed-circuittelevision (CCTV) inspections and structurally rate approximately 500 miles of sewerinfrastructure each year. The complete cycle is scheduled to last a total of 10 years.The televising is prioritized based on sewer lines with the most potential for repairneeds. Maintenance history, past overflow records, sewer line locations, and age aresome of the factors used to determine which pipes will be televised. Under thisProgram, a CCTV van crew gathers video and data for each pipe segment to identifyany deficiencies. Engineers review the tapes and video logs to determine if the sewerfacilities should be repaired or replaced immediately, or schedule for futureimprovements. The engineers in the office also generate reports and manage adatabase with the gathered information and incorporate it with ArcGIS. CCTVinspection software applications WinCan and currently Granite XP are used to videoand log events, allowing for quick retrieval of video clips, photos, and observations.These programs lend themselves to easy creation of itemized reports for engineeringanalysis. This CCTV inspection program digitally records the condition of the pipeinterior from manhole to manhole using a robotic camera tethered to a camera van.While the video is being captured, a crew member views and logs events such asdefects and observations using Pipeline Assessment and Certification Programobservation codes. The digital video inspections files are transferred to a computerserver for storage allowing access at any networked location thereby eliminating theneed for cumbersome VHS video tapes. The completed and scheduled projects areshown in Appendix F.

4.3 Equipment Maintenance and Replacement Policy

The SMD have a comprehensive equipment maintenance program. Equipment isregularly checked, adjusted, repaired, or replaced as necessary. However, major fixedassets are replaced when they meet or exceed the DPW’s established fixed assetsreplacement criteria based on age of the equipment, mileage, hours of use, repairhistory, etc.

Equipment categorized as Class 9 (less than ¼ ton) or lower, is automatically replacedby the Fleet Management Group of the Administrative Services Division of the DPWwhen it meets the replacement criteria. The request to replace equipment higher thanClass 9 is made as part of the SMD’s annual budget. In addition to the abovereplacement criteria, an analysis and recommendation by trained staff of the DPW andapproval by DPW administration is required to replace equipment higher than Class 9.

Revised 06/11/14

17

These criteria notwithstanding, a piece of equipment can also be replaced if its reliabilityor safety of operation becomes questionable. New and additional equipment are alsoacquired when fully justified based on increased workload, new activity, additionalpersonnel, technological improvements, time and cost savings, employee or publicsafety requirements, etc.

4.4 Training for Field Operations Personnel and Contractors

The SMD staff responsible for the operation and maintenance of the sewer collectionsystem and the DPW inspectors attend formalized collection training classes orseminars given by other agencies including California Occupational, Safety and HealthAdministration (CALOSHA), California Water Environment Association, InternationalBrotherhood of Electrical Workers, etc. This training will keep them abreast with thelatest technology in the industry on how to safely and efficiently carry out their tasks.The District also utilizes informal training approaches, such as tailgate meetings,monthly safety meetings, and apprenticeship training programs from higher-level staff.

Additionally, only companies with well-trained and experienced staff are considered foreither emergency SSO mitigation or sewer construction and rehabilitation work.

18

CHAPTER 5DESIGN AND PERFORMANCE PROVISION

5.1 Design and Construction Standards and Specifications

DPW has standard plans and specifications for the construction of sanitary sewers andappurtenances to ensure that sewer lines and connections are properly designed andconstructed. The DPW specifications by reference incorporate the Standard Plans andSpecifications for Public Works Construction, Special Provisions, and StandardDrawings. In addition, the DPW has other publications such as the Private ContractSanitary Sewer Procedural Manual, Guidelines for the Design of Pump Stations, etc., toensure consistency in the design of collection systems within unincorporated Countyareas. To further assure that sewer facilities are properly designed and constructed,DPW requires that plans are designed by licensed engineers and provides thoroughreview of plans prior to approval for and conducting inspection of construction work.Each city within the CSMD has its own design and construction standards andrequirements. Prior to accepting newly completed sewer system for maintenance, theCSMD requires the city’s assurance that the system has been designed andconstructed to their standards.

5.2 Procedures and Standards for Inspection and Testing New andRehabilitated Collection Sewer Facilities

DPW through our Construction Division provides inspection for the installation of newand rehabilitation of deteriorated collection sewer facilities in the unincorporated Countyarea. DPW inspectors are well trained in pipeline and pumping station construction.They attend training classes and educational seminars to stay familiar withadvancements in the industry. The inspectors are also provided with adequatematerials to perform their jobs, including the Standard Specification for Public WorksConstruction Inspection Manual, the Green Book, etc. DPW requires the preparationand submittal of “As-Built” plans of completed projects prior to final approval andacceptance of the project as public infrastructure. The SMD also require all new sewersand sewer lines rehabilitated by lining be televised and the tape reviewed by SMD’spersonnel prior to the acceptance of the completed project. The SMD’s policy alsorequires that all new or rehabilitated pumping stations be inspected by experiencedSMD Electro-Mechanics prior to acceptance for maintenance by the SMD.

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CHAPTER 6OVERFLOW EMERGENCY RESPONSE PLAN

6.1 Overflow Response Procedure

The SMD provide 24-hour emergency services to investigate and/or correct complaintsfrom citizens or messages from telemetry systems installed at sewage pump stationsand wastewater treatment plants. The DPW’s 24-hour emergency telephone number is1-800-675-HELP (4357). Personnel are available 24 hours each day of the year toreceive and act on any calls or automated alarms related to problems with the sewersystem. During business hours, emergency calls are received by the Public WorksDispatch Operator. The Operator will call and dispatch the nearest Sewer Maintenancecrew to the problem site. For after-hour emergencies, the Operator will call theRegional Sewer Maintenance Superintendent or Supervisor in the order listed on theEmergency Contact Telephone List. The Superintendent or Supervisor who receivesthe emergency call will investigate the complaint and take appropriate action includingimmediate dispatch of a standby crew with necessary equipment to take care of theproblem, or refer the call to other agencies if the problem is found not to be in ourjurisdiction. These overflow reporting procedures are presented in a flow chart inChapter 2, Section 2.3.5.

As prescribed by the DPW’s Best Management Practices and contained in the SMDoverflow response instruction manual (Appendix G), the crew responding to an overflowemergency is required to stop the overflow, contain it if possible, and ensure that thefacility or area is cleaned up and returned to normal operation. Residents in theimmediate vicinity of the overflow are informed of the cause of the problem and theremedial action taken. The County of Los Angeles Health Department, theRegional Water Quality Control Board, and the California Office of Emergency Servicesare notified of all sanitary sewer overflows. The DPW Flood Maintenance Division(FMD) is notified of all overflows that discharge into the storm drain system. The role ofFMD is to assist in tracing and capturing the spill as much as possible before it reachesthe waters of the United States. The agencies to be notified, method, and time framefor notification are presented in Section 6.1.1. The phone/fax numbers of the agenciesare presented on Section 6.1.2. The relevant data about the overflow such as location,volume, and agencies notified, etc., is recorded in field report forms (Section 6.1.3) andlater stored in the computer. All field personnel are trained to be conversant with theseprocedures and to accurately report SSO incidents.

Revised 4/1/2014

20

6.1.1 REGULATORY AGENCIES NOTIFICATION AND TIME FRAME

SSOCategory Type or Description Agencies to be Notified

Type of Notification and TimeframeTimeframe Written Report/*Online Database

1

Any volume of untreatedor partially treated SSO:

Reach surface waterand/or drainagechannel tributary tosurface water

Discharge to a stormdrain and not fullycaptured andreturned to thesanitary sewersystem or notcaptured anddisposed of properly.Any volume notrecovered from stormdrain is considered tohave reached surfacewater.

OES (≥ 1,000 gallons) As soon as possible, but no laterthan 2 hours after becomingaware of the spill.

Call and obtain control number.

DPH Within 15 minutes after becomingaware of the spill.

Call and obtain operator number.

FMD (only if entered into storm drain)As soon as possible, but no laterthan 2 hours after becomingaware of the spill.

NA

EPD (≥ 50,000) As soon as possible, but no laterthan 2 hours after becomingaware of the spill.

Conduct Water Quality Sampling within 48 hours ofinitial spill.CIWQS Online Database – Upload water qualityresults.SSO Technical Report – Submit report within 45calendar days on conclusion of SSO in which 50,000gallons or greater are spilled to surface water.

RWQCB (Region 4 or 6) As soon as possible, but no laterthan 2 hours after becomingaware of the spill.

Certify that the notification has been made ASAP, butno later than 24 hours after becoming aware of thespill.

SWRCB

As soon as we become aware ofthe SSO, reporting is possibleand can be provided withoutsubstantially impeding cleanup orother measures.

CIWQS Online DatabaseInitial Report - ASAP but no later than initial3 business days after we are made aware of it.Final Certified Report – Within 15 calendar days onconclusion of the SSO response and remediation.Additional Information – Anytime in form of anattachment.

2

≥ 1,000 gallons of Untreated or partiallytreated SSO:

1. Does not reachsurface water,drainage channel orstorm drain unlessdischarge to stormdrain system is fullyrecovered anddisposed of properly.

FMD (only if entered into storm drain) Same as above NA

DPH Same as above NA

RWQCB (Region 4 and 6) Same as above Same as above

SWRCB Same as above Same as above

3

All other discharge ofuntreated or partiallytreated resulting fromsewer system failure orflow condition.


RWQCB (Region 4 and 6) Same as above Same as above

SWRCB Same as aboveCIWQS Online Database – Within 30 days after theend of the calendar month in which the SSOoccurred.

PLSD

Private lateral sewagedischarge (PLSD) causedby blockages or otherproblems within aprivately-owned lateral


RWQCB (Regions 4 and 6) Same as above Same as above

SWRCB (optional) NA NA

NANo SSO in a calendarmonth

SWRCB NACIWQS Online Database – Certified within 30 daysafter the end of the calendar month, certifiedstatement that no SSO occurred.

NACollection SystemQuestionnaire

SWRCBCIWQS Online Database - Update and certify every12 months.

Revised 5/12/2014

21

6.1.2 TELEPHONE/FAX NUMBERS

Agency Contacts Hours of Operation

County Health Department (213) 974-1234 Answered on a 24-hour, 7-day a week basis

Los Angeles Regional Water QualityControl Board (Region 4)

(213) 576-6600(213) 576-6650

Answered only during normal working hours

Lahontan Regional Water QualityControl Board (Lancaster/Palmdalearea) (Region 6)

(760) 241-6583 Answered only during normal working hours

Flood Maintenance DivisionEast Area

(626) 445-7630 Answered only during normal working hours

(626) 798-6761

South Area (562) 861-0316 Answered only during normal working hours

West Area (818) 896-0594 Answered only during normal working hours(818) 248-3842

Environmental Programs Division (626) 458-4357 Answered on a 24-hour, 7-day a week basis

California Office of EmergencyServices

1-800-852-7550 Answered on a 24-hour, 7-day a week basis

State Water Resource Control Board Online database website address

Revised 5/12/2014

22

6.1.3 Procedure to Ensure that Staff and Contractors are Aware of and areAppropriately Trained to Follow the Emergency Response Plan

The SMD’s Emergency Response Plan is available to key personnel who areresponsible for managing or responding to SSOs. Copies of the SMD’s instructionmanuals are available to field crews and engineers at the office who manage or havethe role of preparing SSO reports to regulatory agencies. All contractors doingemergency sewer repair or other sewer-related construction work for the SMD arerequired to comply with the Employee and Public Safety, SSO Notification andReporting Provisions of their agreement with DPW. They are also required to haveemployees that are adequately trained and well equipped. The contractors’construction activities are regularly monitored by DPW engineers and inspectors toassure compliance with these requirements.

6.1.4 Procedures to Address Emergency Operations such as Traffic,Crowd Control, and other Necessary Response Activities

The SMD’s field personnel and the staff of the emergency contractors who are retainedfor SSO responses are well trained in traffic and crowd control. The SMD’s vehicles arewell equipped with traffic and crowd control tools, including orange traffic control cones,yellow tape, flashing lights, high visibility yellow uniforms, etc.

6.1.5 Program to Eliminate or Minimize the Discharge of SSOs into Waters of theUnited States

The SMD’s and emergency contractors’ crews are properly trained on methods andprocedures to prevent or limit the amount of SSO into waters of the United States andhow to mitigate their impacts. Some of the methods include the use of sand bags tocontain SSOs, absorbent socks to prevent SSO discharge into storm drain catch basins,and the use of vacuum trucks to suck up contained spills and dump the effluent backinto the collection system at other safe locations.

23

CHAPTER 7FOG CONTROL PROGRAM

7.1 Public Education Outreach Program

The DPW proactively reaches out to customers throughout the SMD about the FOGprogram. Information on proper disposal of FOG and other SSO prevention measures,including installation of backflow valves, house lateral maintenance, etc., isdisseminated through publication of an Annual Report, brochures, articles in Cities’newsletters, and individual notices to property owners. The DPW also utilizes personalcontacts with home and business owners by our field crews and the DPW’s IndustrialWaste Inspectors. DPW has also initiated the distribution of FOG door hangers inneighborhoods with sewer lines prone to heavy grease problems. These methods haveproven to be very effective in relaying information on proper disposal of FOG and otherSSO prevention methods to stakeholders. DPW is continuously seeking additionalways to communicate with the public. Expanded use of the DPW’s home webpage, useof radio and television announcements, and other means would be pursued in thefuture.

7.2 Disposal Methods for FOG Generated within the SMD Service Area

Solidified fats found in the collection system during cleaning operations are trapped,collected, and taken to the maintenance yard dump bins. These and other debriscollected from the system are taken to the County Sanitation Districts of Los AngelesCounty (CSD) facilities.

7.3 The Legal Authority to Prohibit Discharges to the System andIdentify Measures to Prevent SSOs and Blockages Caused by FOG

The DPW’s legal authority to prevent illicit discharges into the sanitary sewer system isdiscussed in Chapter 3, Section 3.1.1 of this document. The legal authority to limit thedischarge of FOG and other debris that may cause blockages in the sewer lines isdiscussed in Section 3.1.4.

The SMD utilize semiannual manhole inspection of all manholes and the scheduled andunscheduled sewer line cleaning and television inspection of the interior of sewer pipesto identify pipe segments experiencing heavy grease accumulation and in mitigating theproblem.

These legal mandates and maintenance practices are complemented by theSMD’s Public Education and Outreach Program discussed in Section 7.1 above tominimize SSOs and blockages caused by FOG.

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7.4 Requirements to Install Grease Removal Devices, Design Standards forGrease Removal Devices, Maintenance Requirements, BMP Requirements,Recordkeeping, and Reporting Requirements

The DPW’s legal authorities to enforce the requirements stipulated in this Section arecontained in various chapters of the LACO Code including Chapters 20.24, 20.34, and20.36, etc.

The Director of Public Works is authorized to enforce Title 20, Division 2,Section 20.24.100, and Environmental Programs Division of the DPW has beencharged with permitting (Section 20.36.040) and inspecting nearly 6,800 industrialwaste facilities that discharge into the sanitary sewer system in the unincorporatedareas and 30 contract cities within the CSMD. Pretreatment devices are required forindustrial waste generating facilities, including restaurants and other foodestablishments. They are required to be designed per the LACO Plumbing Codeapproved, installed, and operated in a manner to control discharges of FOG into thesanitary sewer system and to ensure that the facilities do not create nuisances,menaces to the public peace, health or safety hazards, or adverse impacts on the publicsewerage system, soil, underground, and/or surface waters. If there is a FOG-relatedproblem associated with an industrial waste permit, the DPW will take enforcementaction against the permitee, or where applicable, refer the problem to the contract cityfor enforcement action.

The DPW does not issue permits or inspect domestic sewage disposal to the sanitarysewer system. However, the LACO Code prohibits the discharge of “any material,which may create a public nuisance, or menace to the public health or safety, or whichmay pollute underground or surface waters, or which may cause damage to any storm-drain channel or public or private property” (Section 20.36.010). If during inspection ofthe sanitary sewer system Sewer Maintenance Division determines that a FOG-relatedproblem exists and is traceable to a domestic sewage source of such character that isnot satisfactory (Section 20.20.100), under the LACO Code, pretreatment could berequired or the discharge required to be eliminated. Domestic waste containing FOGcan lead to SSOs, which are public nuisances and California Health and Safety CodeDivision 5, Part 3, Chapter 6, Article 2 can also be used to impose appropriate domesticsewage discharge requirements.

7.5 Authority to Inspect Grease Producing Facilities, Enforcement Authorities,and Evidence of Adequate Staffing to Inspect and Enforce the FOGOrdinance

As discussed in Chapter 3 of this document, the DPW has the legal authority to inspectand enforce the County of Los Angeles FOG Ordinances. The DPW has adequate staffto conduct inspections of pretreatment facilities at all permitted food establishmentswithin the SMD. The funding mechanism now in place allows for increases in permitand other services charges if necessary to hire additional staff.

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7.6 Cleaning Schedule for Identified FOG Prone Sewer Segments

Experience has shown that FOG contributes to about 36 percent of the total SSOs thatoccur in the SMD’s sewer collection system. The remaining 64 percent is attributable totree root intrusion into the system and other causes. As indicated in Chapter 4 of thisdocument, FOG prone sections of the SMD’s collection system, otherwise called “hotspots,” are identified during routine maintenance operations and investigation ofstoppages and SSOs. These are typically cleaned by hydro jetting and rodding if treeroots are encountered. Those portions of the system found to have persistent FOGproblems are put on monthly, quarterly, or semi-annual periodic cleaning schedule,depending on the magnitude of the problem. Furthermore, segments of the collectionsystem with persistent FOG problems are referred to the Environmental ProgramsDivision of the DPW for additional investigation and enforcement actions.

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CHAPTER 8SYSTEM EVALUATION AND CAPACITY ASSURANCE PLAN

8.1 System Evaluation and Capacity Assurance

DPW’s Land Development Division is the County of Los Angeles first line of defense inensuring that the public sewer infrastructure is correctly designed, adequately sized,and easily maintainable. DPW’s legal authority to perform this important task is set forthin the multiple documents discussed in detail below. Each city within the CSMD isresponsible for ensuring that their system is properly designed and constructed. TheCSMD reviews plan from the cities from maintenance stand point only.

8.2 Adequate Capacity and Correct Design

Title 20, Division 2 of the LACO Code forms the foundation upon which DPW is giventhe legal responsibility for ensuring sound, logical, and functional design of the publicsewer infrastructure. The LACO Code also forms the basis upon which sewerconstruction plans are designed and plan checked. The code defines terms,establishes fees, sets out provisions for enforcement and maintenance, and sets thebasis of design standards for sewers. It does not detail every standard and requirementnecessary for the functional design of the sewer system. Supplementing the Code arethe DPW’s Private Contract Sanitary Sewer Procedural Manual and its accompanyingsample plans and the Guidelines for Pump Station Design. These texts give specificinformation on the DPW’s requirements for plan processing, approval, permitting, anddetail requirements for designing the sewer to established standard for properoperation.

The submittal of a sewer area or capacity study is the official process for adequatelysizing the sanitary sewer and is detailed in Title 20, the Procedural Manual, and alsothrough official DPW policy memoranda and sample studies and methodology hand-outs. The DPW requires the satisfactory completion of capacity study by a privateregistered civil engineer prior to giving approval for projects that can affect the capacityof the public sewer system. The completed study will analyze the capacity in theexisting system and will set forth mitigation requirements for developers to ensureadequate capacity. The study will also justify the sizing of proposed lines toaccommodate the base, peak, and wet weather flows from all area tributary to themainline sewer under consideration or pumping station, now and in the future. Theapproved capacity study is referenced directly by the plan checker when design plansfor the new infrastructure are submitted to assure adequate capacity. All proposals fora new connection to an existing sewer must also comply with the DPW’s policies formanaging available sewer capacity.

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Sewer plans for construction are prepared by registered civil engineers and submitted tothe DPW for plan check. Codified Division 2 and time tested Procedural Manualprecepts are used in an iterative plan check process to ensure that the sewer willfunction properly. American Public Works Association Greenbook standards and theDPW Standard Plans are referenced where more detailed-design data is to bespecified. Permits for construction of any public sewer infrastructure are not issued untilthe iterative plan check process has been satisfactorily completed, thus, ensuring thefunctional design and adequate capacity of the public sewer collection system.

8.3 Capacity Enhancement Plan

The SMD plan to enhance the capacity of the sewer lines includes:

1. Manage the reduction and control of infiltration inflow (I/I) entering the sewersystem by ensuring, through plan check, that the system is properly designed;carefully inspected during construction, for proper installation of laterals andmanholes, and that appropriate pipe materials are utilized.

2. Once installed, the districts employ multiple strategies for identifying sources ofI/I in the sewer system and for eliminating them where economically feasible.

The most common method utilized for detecting I/I sources include visualinspection of the sewer lines and manholes, closed circuit televising(CCTV) of the interior of the sewer pipes, smoke and dye testing etc.

If the sources are due to illicit connections such as sump pumps, roofdrainage, surface water diversion into a manhole, etc., applicable laws areenforced to eliminate them.

All the other sources such as cracks and/or leaks in the sewer pipes, poorjoints, flows into manholes or deteriorated pipe segments are corrected bypipe repair or replacement, lining of sewer pipes and manholes, andcorking and sealing of manholes under the districts’ capital improvementprograms.

3. Maintenance related issues such as accumulation of grease and other materialsthat impede sewage flow (root balls and rags, etc.) are mitigated by sewer linecleaning.

4. Sewer line flow measurements to evaluate the capacity of sewer lines suspectedof being surcharged.

The various elements of the SMD’s capacity enhancement plan are discussed under thePreventive Maintenance, Condition Assessment, and Capital Improvement Programs inChapter 4 of this document and in Sections 8.1 and 8.2 of this chapter.

Revised 60514

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CHAPTER 9MONITORING, MEASUREMENT, AND MODIFICATION PROGRAM

9.1 Monitoring

A SMD’s SSMP Committee consisting of not less than two Section Heads from theSewer Maintenance Division and all field Superintendents shall annually review all SSOrecords, SMD productivity reports (Appendix H), and other relevant documents toevaluate the effectiveness of the key SSMP program elements.

9.2 SSMP Program Effectiveness Evaluation

The effectiveness of the program shall be monitored and tracked through the SMDPerformance Measure Indicators (Appendix I) of the key activities aimed towardsminimizing sewer overflows. These include the total number of overflows, total numberequal or greater than 1,000 gallons or reaching the waters of the United States,overflow response time, reduction in repeated incidents of overflow at same location,and reduction in number of overflows caused by flows exceeding the capacity of thecollection system.

9.3 Program Modifications

Based on the above monitoring or performance evaluations, the SSMP programelements will be updated or modified as necessary.

9.4 Mapping of SSO Frequencies

The monthly numbers of SSOs are depicted in graphs (Appendix K). The graphs areused to identify SSO trends and to evaluate overall SSMP program success, especiallyby comparing the graphs for different years and with results from other seweringagencies.

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CHAPTER 10SSMP PROGRAM AUDIT AND CERTIFICATION

10.1 SSMP Program Audit

The SMD’s SSMP committee shall conduct an internal audit and prepare a report everytwo years. The audit shall focus on evaluating the effectiveness of the SSMP and theSMD’s compliance with the SSMP requirements including identification of anydeficiencies in the SSMP and steps to correct them. The audit shall also rely oninterviews with key personnel, observations, equipment inspections, and review ofrecords, etc. The most recent report of the audit must be kept on file in theSewer Maintenance Division’s Alhambra office with a copy at each of the SMD fieldmaintenance yards.

10.2 SSMP Certification

The SSMP shall be certified by the Assistant Deputy Director or authorizedrepresentatives to be in compliance with the requirements set forth in the WDR’s and bepresented to the Board of Supervisors for approval at a public meeting. The SMDauthorized representative must also complete the certification portion in the online SSODatabase Questionnaire by checking the appropriate milestone box, printing, signingthe automated form, and sending the signed form to:

State Water Resources Control BoardDivision of Water QualityAttention SSO Program ManagerP.O. Box 100Sacramento, CA 95812

10.3 SSMP Modification and Recertification

The SSMP must be updated every five years to keep it current. When significantamendments are made to any portion or portions of the SSMP, it must be resubmittedto the Board of Supervisors for approval and recertification. The recertification shall bein accordance with the certification process described in Section 10.2 above.

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CHAPTER 11COMMUNICATION AND SSMP AVAILABILITY

11.1 Communication

The SMD shall provide all stakeholders and interested parties such as cities, thegeneral public, and other agencies with status updates on the development andimplementation of the SSMP and consider comments made by them. The SMD shallutilize media such as letters, newsletters, brochures, annual reports, notices innewspapers, and the DPW’s home webpage for conveying this information.

11.2 SSMP Availability

Copies of the SSMP will be maintained in the SMD Alhambra Headquarters Office andall SMD Maintenance Yards and posted in the DPW’s home webpage. The documentshall also be made readily available to the Regional Water Quality Control Board(Region Nos. 4 and 6) representatives upon request and to the operators of anycollection system or treatment facility downstream of the SMD system.

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CHAPTER 12CSMD AND CITY RESPONSIBLITIES UNDER THE WDR

12.1 CSMD Versus City Responsibilities

The CSMD and the cities within the District will play significant roles, jointly andseparately, towards attaining the goals of the WDR’s. The degree of these collaborativeefforts will vary from city to city depending on other SSO-related services that the DPWis providing to each city under separate agreements. The DPW shall apply for coverageunder the WDR for facilities it owns. Cities will apply for coverage for facilities they own.The SMD service areas delineated by receiving treatment facilities is included inAppendix M. The WDR’s applications and permits are included in Appendix N.

DPW shall prepare a comprehensive SSMP for the SMD. The cities, with someguidance from DPW, will prepare the SSMP for their cities if required by the RWQCB.Some cities within the CSMD have either adopted the LACO Code or established localordinances or resolutions governing the performance of items stipulated in the WDRs.Cities that do not possess the required legal authorities will have to adopt the legalmeans to do so.

Section 12.2 shows the CSMD cities and the SSO-related services currently providedby DPW to each of the cities. It also contains information on estimated population of thecities. The CSMD shall perform all functions under the WDRs related to the operationand maintenance of sanitary sewer systems. CSMD shall also be responsible forconducting structural evaluation of the sewer system and for correcting identifiedstructural and maintenance deficiencies under the ACO program. Cities will beconducting the capacity study of their collection systems, if necessary, and correctingidentified hydraulic deficiencies. The sample matrix on Section 12.3.1 is a listing ofthe Key Elements of the SSMP and the roles for the CSMD and the city. Bycompleting and signing this above matrix, the city, as owner, and the CSMD, asservice provider, mutually agree that it is an accurate description of what eachentity will be responsible for under the WDRs. Upon approval by both parties,this document becomes a part of the SMD SSMP.

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12.2 County of Los Angeles Department of Public Works

Sewer-Related Services to the 38 CSMD Cities

CityConsolidated SewerMaintenance District

AccumulativeCapital Outlay

Program

SewerMaintenanceAgreement

Building andSafety

IndustrialWaste

CityEngineers *Population

Agoura Hills x x x 20, 330

Artesia x x x x 16, 522

Baldwin Park x x 75, 390

Bell Gardens x x x 44, 054

Bellflower x x 76, 616

Bradbury x x 1, 048

Calabasas x x x 23, 058

Carson x x x x x 91, 714

Commerce x x x x x 12, 823

Cudahy x x x 23, 805

Diamond Bar x x x 55, 544

Duarte x x x x 21,321

Glendora x x 50, 073

Hawaiian Gardens x x x 14,254

Hidden Hills x x 1,856

Industry x x x 219

Irwindale x x x 1,422

La Canada Flintridge x x x x 20,246

La Habra Heights x x 5,325

La Mirada x x x x x 48,527

Lakewood x x x x x 80,048

Lawndale x x x x 32,769

Lomita x x x x x 20,256

Malibu x x 12,645

Palos Verdes Estates x x 13,438

Paramount x x x 54,098

Rancho Palos Verdes x x x 41,643

Rolling Hills x x x 1,860

Rolling Hills Estates x x x x 8,067

Rosemead x x x 53,764

San Dimas x x x 33,371

Santa Clarita x x x 177, 641

Santa Fe Springs x x x 16,223

South El Monte x x 20,116

Temple City x x x x x 35,558

Walnut x x x 29, 172

West Hollywood x x 34,399

Westlake Village x x x x 8,270

TOTALS: 36 36 2 16 29 6 642,637

* The population data was obtained from the year 2010 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. Public Works currently provides at least some degree of service to all 88 citiesin Los Angeles County.

Revised 3/2015

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12.3 ROLES FOR THE CSMD AND CITIES UNDER THE WASTE DISCHARGE REQUIREMENTS

A B C D E F G1 Task WDR Description or Requirement of the WDR Completion Date City of County Comments/Concerns2 Identifier Reference w/ MOU “City Name” Consolidated3 Regional Board 4,64 Population > 100,00056 D9 Allocate Adequate Resources7 D9 Establish Proper Rate Structure8 D9 Establish Proper Accounting Mechanisms9 D9 Establish Audit Procedures1011 B1 Apply for Coverage Under the WDR with the SWRCB 11/2/200612 G Reporting Program Initiation 1/2/200713 B2 SWRCB to Issue Application Instructions 7/2/200614 B2 Appoint Legally Authorized Representative15 Submit Completed Application Package1617 D13 Sewer System Management Plan18 Complete Development Plan and Schedule 8/2/200719 Certification 5/2/200920 Approval by Governing Board 5/2/200921 Available at the Office or on the Internet 5/2/20092223 D13(I) Goal 11/2/200724 D13(ii) Organization 11/2/200725 Identification of Authorized Representative26 Organizational Chart27 Contact List28 SSO Reporting Chain of Communication29 D13(iii) Legal Authority 11/2/200830 Sewer System Use Ordinance Adoption31 Service Agreement or MOU or other Legally Binding Procedure323334 D13(iv) Operations and Maintenance Program 11/2/200835 Up-to-date Mapping Procedures36 Description of Routine O&M Activities37 Preventive Maintenance Program38 Rehabilitation and Replacement Program39 Short-term40 Long-term41 Capital Improvement Plan42 Project Schedules43 Schedule for funding

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44 Training45 Develop Training Program46 Staff47 Contractors48 Equipment and Replacement Part Inventory Definition4950 D13(v) Design and Performance Provisions 5/2/200951 Development of Design and Construction Standards52 Development of Inspection and Testing Standards5354 D13(vI) Overflow Emergency Response Plan 11/2/200855 Adoption of Proper Notification Procedures56 Program for Appropriate Response Procedure57 Procedures for Prompt Notification58 Contractor and Staff Verification Procedure and Drills59 Procedures for Emergency Operations Communication60 Reasonable Steps Program6162 D13(vii) FOG Program 11/2/200863 Implementation Plan and Schedule for the Public Education Outreach Program64 Disposal Plan of FOG from the Sewer System65 Definition of Legal Authority66 Grease Removal Device Requirements67 Inspection Authority68 Inspection Authority Definition69 Identification of Grease Problems Areas70 Development of Source Control Measures71 Public Education Outreach Program72 D13(viii) System Evaluation and Capacity Assurance Measures 5/2/200973 Evaluations74 Design Criteria75 Capacity Enhancement Measures76 Schedules77 Capital Improvement Program7879 D13(ix) Monitoring, Measurement, and Modification80 Development and Management of Changed Provisions8182 D13(x) SSMP Program Audits83 Preparation of Biannual Reports (minimum)8485 D13(xi) Communication Program 5/2/200986 Conduct Public Hearings87 Prepare Public Outreach Pieces88 Coordinate with the County Sanitations Districts/County of Los Angeles Communication Plans8990 D14 SSMP Approval by Governing Board 5/2/2009

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9192 D14 Update SSMP (every 5 years) 5/2/201493 Complete the Online SSO Database Questionnaire94 Certify Compliance95 Governing Board Re-certification and Approval9697 G Monitoring and Reporting Requirements 1/2/2007 Began Electronic Reporting on 1/2/0798 G3 Obtain SSO Database Account (CIWQS)99 G3 Complete Collection System Questionnaire w/in 30 days100 G3 Update Collection System Questionnaire Annually Completed for SMD and Cities on schedule101102 G3 SSO Recordkeeping 5 years from date

City Authorized Representative: _____________________________ _____________________________ _____Print Name Signature Date

SMD Authorized Representative: _____________________________ _____________________________ _____Print Name Signature Date

APPENDIX A

WASTE DISCHARGE REQUIREMENTS

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:

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.

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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

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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

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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

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this Order is exempt from CEQA pursuant to Cal.Code Regs., title 14, §15301 to the extent that it applies to existing sanitary sewer collection systems that constitute “existing facilities” as that term is used in Section 15301, and §15302, to the extent that it results in the repair or replacement of existing systems involving negligible or no expansion of capacity.

21. The Fact Sheet, which is incorporated by reference in the Order, contains

supplemental information that was also considered in establishing these requirements.

22. The State Water Board has notified all affected public agencies and all known

interested persons of the intent to prescribe general WDRs that require Enrollees to develop SSMPs and to report all SSOs.

23. The State Water Board conducted a public hearing on February 8, 2006, to

receive oral and written comments on the draft order. The State Water Board received and considered, at its May 2, 2006, meeting, additional public comments on substantial changes made to the proposed general WDRs following the February 8, 2006, public hearing. The State Water Board has considered all comments pertaining to the proposed general WDRs.

IT IS HEREBY ORDERED, that pursuant to California Water Code section 13263, the Enrollees, their agents, successors, and assigns, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted hereunder, shall comply with the following:

A. DEFINITIONS

1. Sanitary sewer overflow (SSO) - Any overflow, spill, release, discharge or diversion of untreated or partially treated wastewater from a sanitary sewer system. SSOs include:

(i) Overflows or releases of untreated or partially treated wastewater that reach waters of the United States;

(ii) Overflows or releases of untreated or partially treated wastewater that do not reach waters of the United States; and

(iii) Wastewater backups into buildings and on private property that are caused by blockages or flow conditions within the publicly owned portion of a sanitary sewer system.

2. Sanitary sewer system – Any system of pipes, pump stations, sewer lines, or

other conveyances, upstream of a wastewater treatment plant headworks used to collect and convey wastewater to the publicly owned treatment facility. Temporary storage and conveyance facilities (such as vaults, temporary piping, construction trenches, wet wells, impoundments, tanks, etc.) are considered to be part of the sanitary sewer system, and discharges into these temporary storage facilities are not considered to be SSOs.

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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.


c. Occurs during, or as a result of, the treatment or disposal of wastes. B. APPLICATION REQUIREMENTS

1. 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

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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

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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 (I/I), 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.

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(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.

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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 I/I, stormwater, chemical dumping, unauthorized debris and cut roots, etc.);

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(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

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(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.

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(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

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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, I/I 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

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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.

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Sewer System Management Plan Time Schedule

Task and Associated Section

Completion Date

Population > 100,000

Population between 100,000 and 10,000

Population between 10,000 and 2,500

Population < 2,500

Application for Permit Coverage Section C

6 months after WDRs Adoption

Reporting Program Section G 6 months after WDRs Adoption1

SSMP Development Plan and Schedule No specific Section

9 months after WDRs Adoption2


15 months after WDRs

Adoption2


Adoption2

Goals and Organization Structure Section D 13 (i) & (ii)

12 months after WDRs Adoption2 18 months after WDRs Adoption2

Overflow Emergency Response Program Section D 13 (vi) Legal Authority Section D 13 (iii) Operation and Maintenance Program Section D 13 (iv) Grease Control Program Section D 13 (vii)




Adoption2


Adoption2

Design and Performance Section D 13 (v) System Evaluation and Capacity Assurance Plan Section D 13 (viii) Final SSMP, incorporating all of the SSMP requirements Section D 13





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1. 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



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;

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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

1. 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.

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H. CHANGE IN OWNERSHIP

1. 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

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

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falsifying any information provided in the technical or monitoring reports is subject to civil monetary penalties.

L. SEVERABILITY

1. The provisions of this Order are severable, and if any provision of this Order, or the application of any provision of this Order to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Order, shall not be affected thereby.

2. This order does not convey any property rights of any sort or any exclusive

privileges. The requirements prescribed herein do not authorize the commission of any act causing injury to persons or property, nor protect the Enrollee from liability under federal, state or local laws, nor create a vested right for the Enrollee to continue the waste discharge.

CERTIFICATION

The undersigned Clerk to the State Water Board does hereby certify that the foregoing is a full, true, and correct copy of general WDRs duly and regularly adopted at a meeting of the State Water Resources Control Board held on May 2, 2006.

AYE: Tam M. Doduc Gerald D. Secundy NO: Arthur G. Baggett ABSENT: None ABSTAIN: None __________________________ Song Her Clerk to the Board

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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 leg a! 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"1 (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 information2 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://www.waterboards.ca.gov/board decisions/adopted orders/water guality/2006/wgo/wgo2006 0003.pdf

2 Cal OES Hazardous Materials Spill Reports available Online at: http://w3.calema.ca.gov/operational/malhaz.nsf/$defaultview and http://w3.calema.ca.gov/operational/malhaz.nsf

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REVISED 09/10/13

Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Statewide Waste Discharge Requirements for Sanitary Sewer Systems

Page 2 of2

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 redesigning 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

3 California Integrated Water Quality System (CIWQS) publicly available at http://www. waterboards .ca.gov/ciwgs/publicreports.shtml

4 Statewide Sanitary Sewer Overflow Reduction Program information is available at: http://www.waterboards.ca.gov/water issues/proqrams/sso/

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REVISED 09/10/13

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


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

CATEGORIES DEFINITIONS [see Section A on page 5 of Order 2006-0003-DWQ, for Sanitary Sewer Overflow (SSO) definition]

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:

Reach surface water and/or reach a drainage channel tributary to a surface water; or

Reach a Municipal Separate Storm Sewer System (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).

CATEGORY 2

Discharges of untreated or partially treated wastewater of 1,000 gallons or greater resulting from an enrollee’s sanitary sewer system failure or flow condition that do not reach surface water, a drainage channel, or a MS4 unless the entire SSO discharged to the storm drain system is fully recovered and disposed of properly.

CATEGORY 3

All other discharges of untreated or partially treated wastewater resulting from an enrollee’s sanitary sewer system failure or flow condition.

PRIVATE LATERAL SEWAGE DISCHARGE (PLSD)

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 sewer assets. PLSDs that the enrollee becomes aware of may be voluntarily reported to the California Integrated Water Quality System (CIWQS) Online SSO Database.

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Monitoring and Reporting Program Order No. WQ 2013-0058-EXEC Page 2 of 11 Statewide Waste Discharge Requirements for Sanitary Sewer Systems

Table 2 – Notification, Reporting, Monitoring, and Record Keeping Requirements

ELEMENT REQUIREMENT METHOD

NOTIFICATION (see section B of MRP)

Within two hours of becoming aware of any Category 1 SSO greater than or equal to 1,000 gallons discharged to surface water or spilled in a location where it probably will be discharged to surface water, notify the California Office of Emergency Services (Cal OES) and obtain a notification control number.

Call Cal OES at: (800) 852-7550

REPORTING (see section C of MRP)

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: Update and certify every 12 months.

Enter data into the CIWQS Online SSO Database (http://ciwqs.waterboards.ca.gov/), certified by enrollee’s Legally Responsible Official(s).

WATER QUALITY MONITORING (see section D of MRP)

Conduct water quality sampling within 48 hours

after initial SSO notification for Category 1 SSOs in which 50,000 gallons or greater are spilled to surface waters.

Water quality results are required to be uploaded into CIWQS for Category 1 SSOs in which 50,000 gallons or greater are spilled to surface waters.

RECORD KEEPING (see section E of MRP)

SSO event records.

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.

Self-maintained records shall be available during inspections or upon request.

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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.

1. 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.

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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.

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ii. 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.

f. 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.

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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 [email protected] 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:

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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.

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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:

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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 I 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

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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 [email protected].

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Page 11 of11

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

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FACT SHEET

STATE WATER RESOURCES CONTROL BOARD

ORDER NO. 2006-0003

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS FOR


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?

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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

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Fact Sheet for Order No. 2006-0003 Page 3 of 10 Statewide General WDR For Wastewater Collection System Agencies 5/2/2006 not only increasing the number of spills that are reported but also in mitigating the impacts of SSOs that do occur.

Data supports the conclusion that virtually all collection systems have SSOs and that implementation of a regulatory measure requiring SSO reporting and collection system management, along with required measures to limit SSOs, will greatly benefit California water quality. Implementation of these requirements will also greatly benefit and prolong the useful life of the sanitary sewer system, one of California’s most valuable infrastructure items.

NPDES vs. WDRs Porter-Cologne subjects a broader range of waste discharges to regulation than the Federal Clean Water Act. In general, the Clean Water Act prohibits the discharge of pollutants from point sources to surface waters of the United States unless authorized under an NPDES permit. (33 U.S.C. §§1311, 1342). Since not all SSOs result in a discharge to surface water, however, not all SSOs violate the Clean Water Act’s NPDES permitting requirements. Porter-Cologne, on the other hand, covers all existing and proposed waste discharges that could affect the quality of state waters, including both surface waters and groundwater. (Wat. Code §§13050(e), 13260). Hence, under Porter-Cologne, a greater SSO universe is potentially subject to regulation under WDRs. In addition, WDRs under Porter-Cologne can address both protection of water quality as well as the prevention of public nuisance associated with waste disposal. (Id. §13263). Some commenters contend that because all collection systems have the potential to overflow to surface waters the systems should be regulated under an NPDES permit. A recent decision by the United States Court of Appeals for the 2nd Circuit, however, has called into question the states’ and USEPA’s ability to regulate discharges that are only “potential” under an NPDES permit. In Waterkeeper Alliance v. United States Environmental Protection Agency (2005) 399 F.3d 486, 504-506, the appellate court held that USEPA can only require permits for animal feedlots with “an actual addition” of pollutants to surface waters. While this decision may not be widely followed, especially in the area of SSOs, these are clearly within the jurisdiction of the California Water Code. USEPA defines a publicly owned treatment works (POTW) as both the wastewater treatment facility and its associated sanitary sewer system (40 C.F.R. §403.3(o)1). 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

1 The regulation provides that a POTW include sewers, pipes, and other conveyances only if they convey wastewater to a POTW.

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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.


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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

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

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

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(l)(6) and (7))

A41

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

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

APPENDIX B

INVENTORY OF SEWER MAINTENANCE DISTRICTS

EQUIPMENT

Division Level Organization Names OCA No.

Division Sewer Maintenance Division-Administration 494000 Section 1 Administration and Office Support 494100

Section 1 Field Operations and Maintenance-Administration 494200 Unit 1 Collection System-Central 494210 Unit 2 Collection System-South 494220 Unit 3 Collection System-North 494230 Unit 4 Collection System-East 494240 Unit 5 Collection System-Santa Clara Yard 494250 Unit 6 Collection System-Palos Verdes 494260

Section 2 Operations and Engineering-Administration 494300 Unit 1 Procurement, Claims and Accounts Payable 494310 Unit 2 Direct Assessment, Records Maintenance and

Accounts Receivable494320

Unit 3 Accumulative Capital Outlay / Condition Assessment 494330 Unit 4 Sewer Plan Check and Special Proj. 494340 Unit 5 Operations Maps, Annexation Maps, and as-Built Drawings 494350

Section 3 Treatment and Pumping Operations-Administration 494400 Unit 1 East and Central pumping Operations 494410 Unit 2 South Pumping Operations 494420 Unit 3 North/West pumping and Treatment Plant Mech 494430 Unit 4 Wastewater Treatment Plant Operations-East/South 494440

SEWER MAINTENANCE DIVISION

DEPARTMENT OF PUBLIC WORKSORGANIZATION COST ACCOUNT STRUCTURE

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7924

MO

NIT

OR 1

9" S

AMSU

NG

910

MP

FLAT

PA

NEL

MZ1

9H4J

Y401

491J

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

33P

VILL

ALU

NA,

FER

NAN

DO

07/0

1/20

0540

6.25

PW26

049

P001

7935

MO

NIT

OR 1

9" S

AMSU

NG

910

MP

FLAT

PA

NEL

MZ1

9H4J

Y401

479N

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

YI, H

U07

/01/

2005

406.

25

PW26

064

P001

7949

PRIN

TER H

P 51

00 L

ASER

JET

SCN

GN

1529

73A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9435

PCA

NO

, MIC

HAE

L07

/01/

2005

1,35

2.05

PW26

462

P001

8340

MO

NIT

OR 1

9" S

AMSU

NG

910

MP

FLAT

PA

NEL

MZ1

9HCH

Y803

863J

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

MAN

SOU

R, N

ANCY

10/0

1/20

0540

5.13

PW26

621

P001

8498

PRIN

TER H

P 24

20D

LAS

ERJE

TCN

GKB

7846

4A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9431

PCH

EN, E

MIL

Y11

/01/

2005

614.

39

PW27

022

P001

8897

MO

NIT

OR 1

9" S

AMSU

NG

910

MP

FLAT

PA

NEL

MZ1

9HCH

A101

491Y

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

HYR

APET

IAN

, DIA

03/0

1/20

0644

1.23

PW27

155

P001

9033

FAX

MAC

H P

ANAS

ON

IC U

F600

0BF

P475

0041

9A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9432

PYI

, HU

04/0

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061,

038.

12

PW27

282

P001

9166

RAD

IO T

WO

WAY

MO

T H

T750

16

CHAN

NEL

672H

FYT5

98A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PLU

ON

G, H

AI05

/01/

2006

524.

26

PW27

800

P001

9732

MO

NIT

OR 1

9" S

AMSU

NG

910

MP

FLAT

PA

NEL

MZ1

9HCG

L500

102H

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

31P

CARAN

TO, F

LORA

08/0

1/20

0644

1.76

PW28

192

P002

0154

CAM

ERA

CAN

ON

A62

0 PO

WER

SH

OT

DIG

ITAL

2826

0050

19A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9440

PBO

USE

, JEF

F09

/01/

2006

242.

48

PW28

231

P002

0197

DVD

/VCR

CO

MBO

SO

NY

SLV

D37

01P

0560

826

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

33P

KYAW

, PH

YO09

/01/

2006

132.

80

PW28

344

P002

8084

LAPT

OP

LEN

OVO

X41

T1S

1869

BCU

LVB9

823

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

YI, H

U10

/01/

2006

1,69

9.53

B3

B3

Run

Dat

e: 0

4/11

/201

3Run

Tim

e: 1

0:27

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oun

ty o

f Lo

s A

nge

les

Dep

artm

ent

of P

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ic W

orks

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PS

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S)

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S Rep

ort

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ge:

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ASS

ETS

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CU

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DIA

N

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IAN

: PW

GTS

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DIA

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AME:

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ar T

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BER

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OK

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E

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8301

PRO

JECT

OR P

ANAS

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IC P

T LB

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3035

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23Al

ham

bra

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00 S

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mon

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e.

9180

3 (B

raun

4th

Fl)

9400

PLE

HTO

, KEI

TH12

/01/

2006

1,58

9.49

PW29

081

P002

8671

CAM

ERA

CASI

O E

XZ70

0 7M

P EX

ILIM

5515

962A

ZA2

23Al

ham

bra

- 10

00 S

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mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9420

PSW

ARTZ

, TH

EOD

OR

04/0

1/20

0725

8.72

PW29

120

P002

8708

COM

PUTE

R D

ELL

745

OPT

IPLE

X BU

SIN

ESS

22C6

XC1

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Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

33P

VILL

ALU

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FER

NAN

DO

05/0

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071,

188.

93

PW29

146

P002

8055

MO

NIT

OR D

ELL

1907

FP U

LTRAS

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1827

1618

738G

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mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

20P

SWAR

TZ, T

HEO

DO

R05

/01/

2007

242.

83

PW29

470

P002

9112

PRIN

TER H

P P3

005D

N L

ASER

JET

CND

1D46

194

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

33P

HO

NG

, MAY

08/0

1/20

0761

8.10

PW29

673

P002

9345

COM

PUTE

R D

ELL

745

OPT

IPLE

X EN

GCP

0Y4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9440

PTO

RO

SSIA

N, K

IRK

08/0

1/20

071,

299.

87

PW29

675

P002

9347

COM

PUTE

R D

ELL

745

OPT

IPLE

X EN

GBN

0Y4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

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9180

3 (B

raun

4th

Fl)

9435

PTE

NG

, JEN

NIE

08/0

1/20

071,

299.

87

PW29

676

P002

9348

COM

PUTE

R D

ELL

745

OPT

IPLE

X EN

G9P

0Y4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

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9180

3 (B

raun

4th

Fl)

9400

PM

OREN

O, M

ARTI

N08

/01/

2007

1,29

9.87

PW29

677

P002

9349

COM

PUTE

R D

ELL

745

OPT

IPLE

X EN

GCT

0Y4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9432

PLA

, LIN

H08

/01/

2007

1,29

9.87

PW29

678

P002

9350

COM

PUTE

R D

ELL

745

OPT

IPLE

X EN

G9S

0Y4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

8831

PTS

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KYAN

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HAR

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071,

299.

87

PW29

681

P002

9353

PRIN

TER H

P P3

005D

LAS

ERJE

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3263

6A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9420

PTS

OLA

KYAN

, GO

HAR

08/0

1/20

0761

8.10

PW29

739

P002

9410

MO

NIT

OR D

ELL

E228

FPCN

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3116

4180

793O

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Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

MO

REL

OS,

MAR

ISSA

09/0

1/20

0729

9.58

PW29

799

P002

9659

COM

PUTE

R D

ELL

OPT

IPLE

X 74

5 EN

GIN

EERIN

GFJ

ZQ4D

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

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9180

3 (B

raun

4th

Fl)

9400

PBR

ENES

, SAN

DRA

09/0

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299.

87

PW29

913

P002

9444

MO

NIT

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ELL

ULT

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GD

78A2

22Al

ham

bra

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00 S

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mon

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9180

3 (B

raun

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9410

PRAM

IREZ

, MAR

K09

/01/

2007

268.

86

PW29

992

P002

9652

MO

NIT

OR D

ELL

ULT

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GD

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ham

bra

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00 S

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mon

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9180

3 (B

raun

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9435

PKH

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G, C

LEM

ENT

09/0

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0726

8.86

PW30

014

P002

9465

MO

NIT

OR D

ELL

E228

FPCN

OKU

3116

4180

7940

D8S

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

35P

CAN

O, M

ICH

AEL

09/0

1/20

0729

9.58

PW30

015

P002

9466

MO

NIT

OR D

ELL

E228

FPCN

0KU

3116

4180

7940

DG

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23Al

ham

bra

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00 S

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mon

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9180

3 (B

raun

4th

Fl)

9433

PH

ON

G, M

AY09

/01/

2007

299.

58

B4

Run

Dat

e: 0

4/11

/201

3Run

Tim

e: 1

0:27

:53

AMC

oun

ty o

f Lo

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les

Dep

artm

ent

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ic W

orks

DP

W e

CA

PS

Rep

orti

ng

Syst

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S)

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S Rep

ort

ID:

FA-O

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ETS-

1Pa

ge:

4 of

7

ASS

ETS

BY

CU

STO

DIA

N

CUST

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IAN

: PW

GTS

OLA

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STO

DIA

N N

AME:

Goh

ar T

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TAG

N

UM

BER

FA

NU

MBE

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Q D

ATE

NET

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OK

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E

PW30

017

P002

9468

MO

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FPCN

0KU

3116

4180

7940

DM

SA2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9400

PBR

ENES

, SAN

DRA

09/0

1/20

0729

9.58

PW30

033

P002

9777

COPI

ER X

ERO

X CO

PYCE

NTE

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P6A2

23Al

ham

bra

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00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9400

PYO

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G, G

LORIA

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071,

258.

08

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066

P002

9738

MO

NIT

OR D

ELL

E228

FPCN

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3116

4180

79A0

N1L

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Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

10P

YOU

NG

, GLO

RIA

10/0

1/20

0729

9.58

PW30

067

P002

9739

MO

NIT

OR D

ELL

E228

FPCN

OKU

3116

4180

79A0

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Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

N/A

(N

EXT

TO M

ARRIS

A)10

/01/

2007

299.

58

PW30

235

P003

0077

LAPT

OP

DEL

L D

430

DN

5B8F

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ham

bra

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00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

1st

Fl)

9410

PRAM

IREZ

, MAR

K12

/01/

2007

1,33

3.33

PW30

357

P002

9973

COM

PUTE

R D

ELL

755

OPT

IPLE

X3Y

JN9F

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9430

PM

OREL

OS,

MAR

ISSA

12/0

1/20

0773

9.49

PW30

438

P003

0199

COM

PUTE

R D

ELL

755

2C60

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A223

Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

35P

CAN

O, M

ICH

AEL

01/0

1/20

081,

042.

01

PW30

439

P003

0200

COM

PUTE

R D

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755

6C60

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A223

Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

N/A

(N

EXT

TO M

ARRIS

A)01

/01/

2008

1,04

2.01

PW31

111

P003

0771

LAPT

OP

DEL

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430

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Alha

mbr

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1000

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rem

ont

Ave.

91

803

(Bra

un 4

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l)94

00P

LEH

TO, K

EITH

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333.

33

PW31

198

P003

0892

DIG

ITAL

CAM

ERA

CASI

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LIXI

M E

X-Z7

780

0092

70A-

VA2

22Al

ham

bra

- 10

00 S

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mon

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9180

3 (B

raun

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9410

PRAM

IREZ

, MAR

K05

/01/

2008

201.

29

PW31

390

P003

1155

COM

PUTE

R D

ELL

755

1WM

NN

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Alha

mbr

a -

1000

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ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

VILL

ARAM

A, A

LEX

07/2

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2.62

PW31

558

P003

1290

COM

PUTE

R D

ELL

755

6G4L

DH

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

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e.

9180

3 (B

raun

4th

Fl)

9433

PPH

YO K

YAW

09/1

1/20

0897

2.62

PW31

559

P003

1291

COM

PUTE

R D

ELL

755

7G4L

DH

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PKE

BED

E, H

ANN

A09

/11/

2008

972.

62

PW31

578

P003

1310

COM

PUTE

R D

ELL

755

7F4L

DH

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

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e.

9180

3 (B

raun

4th

Fl)

9400

PYO

UN

G, G

LORIA

09/1

6/20

0897

2.62

PW31

743

P003

1495

MO

NIT

OR D

ELL

ULT

RAS

HAR

P 22

08W

FPCN

0F53

2H74

4438

99AB

7SA2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PKE

BED

E, H

ANN

A11

/04/

2008

289.

62

PW31

844

P003

1640

COM

PUTE

R D

ELL

755

5MZ5

QH

1A2

23Al

ham

bra

- 10

00 S

. Fre

mon

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e.

9180

3 (B

raun

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Fl)

9440

PJE

FF B

OU

SE12

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2008

972.

62

PW31

983

P003

1765

PRIN

TER L

EXM

ARK

E352

DN

6233

YZ1

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

HYR

APET

IAN

, DIA

NA

01/0

6/20

0941

7.72

B5

Run

Dat

e: 0

4/11

/201

3Run

Tim

e: 1

0:27

:53

AMC

oun

ty o

f Lo

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nge

les

Dep

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ent

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ubl

ic W

orks

DP

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CA

PS

Rep

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ng

Syst

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S)

DeR

S Rep

ort

ID:

FA-O

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ETS-

1Pa

ge:

5 of

7

ASS

ETS

BY

CU

STO

DIA

N

CUST

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IAN

: PW

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STO

DIA

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AME:

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TYPE

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OK

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PW32

123

P003

1904

COM

PUTE

R D

ELL

755

BRBM

1J1

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Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

20P

SWAR

TZ, T

HEO

DO

R02

/18/

2009

972.

62

PW32

124

P003

1905

COM

PUTE

R D

ELL

755

7RBM

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A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

31P

PHAN

, CYN

THIA

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/18/

2009

972.

62

PW32

125

P003

1906

COM

PUTE

R D

ELL

755

4RBM

1J1

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

35P

MEK

HAI

EL, H

ABIB

02/1

8/20

0997

2.62

PW32

126

P003

1907

COM

PUTE

R D

ELL

755

8RBM

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mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

40P

MAN

SOU

R, N

ANCY

02/1

8/20

0997

2.62

PW32

127

P003

1908

COM

PUTE

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ELL

755

DRBM

1J1

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Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

31P

CHEN

, EM

ILY

02/1

8/20

0997

2.62

PW32

128

P003

1909

COM

PUTE

R D

ELL

755

6RBM

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Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

HYR

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IAN

, DIA

NA

02/1

8/20

0997

2.62

PW32

344

P003

2095

DEL

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HAR

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2619

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WS

A222

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 1

st F

l)94

10P

LAN

A RAD

LE04

/06/

2009

185.

25

PW32

505

P003

2259

DIG

ITAL

CAM

ERA

CAN

ON

PO

WER

SH

OT

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6926

2180

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23Al

ham

bra

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00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PVI

LLAL

UN

A, F

ERN

AND

O05

/20/

2009

215.

56

PW32

506

P003

2260

DIG

ITAL

CAM

ERA

CAN

ON

PO

WER

SH

OT

A200

0IS

6926

2180

12A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PVI

LLAL

UN

A, F

ERN

AND

O05

/20/

2009

215.

56

PW32

540

P003

2317

PRIN

TER L

EXM

ARK

X544

DN

98B0

8H2

A222

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 1

st F

l)94

10P

RAM

IREZ

, MAR

K06

/11/

2009

867.

87

PW32

542

P003

2301

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DEL

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DE

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ham

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00 S

. Fre

mon

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e.

9180

3 (B

raun

4th

Fl)

9420

PFE

RN

AND

O V

ILLA

LUN

A06

/11/

2009

1,31

8.89

PW32

599

P003

2419

COM

PUTE

R D

ELL

OPT

IPLE

X960

J8JW

9K1

A222

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 1

st F

l)94

10P

LAN

A, R

ADLE

07/1

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088.

08

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HP

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91A2

23Al

ham

bra

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00 S

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mon

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9180

3 (B

raun

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9400

PG

LORIA

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UN

G09

/29/

2009

361.

08

PW32

821

P003

2552

HP

L224

5WG

LCD

MO

NIT

OR

CNK9

270K

MT

A223

Alha

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a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

00P

LA, L

INH

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824

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2528

HP

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GIN

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G)

COM

PAQ

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900

MIN

ITO

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9331

LSD

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a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

00P

GO

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ERIC

A09

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2009

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826

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2530

HP

(EN

GIN

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G)

COM

PAQ

DC7

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MIN

ITO

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MXL

9321

WRL

A223

Alha

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a -

1000

S. F

rem

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Ave.

91

803

(Bra

un 4

th F

l)94

00P

LUO

NG

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045.

99

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831

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2626

HP

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0267

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23Al

ham

bra

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00 S

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mon

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e.

9180

3 (B

raun

4th

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9400

PBR

ENES

, SAN

DRA

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0/20

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Run

Dat

e: 0

4/11

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3Run

Tim

e: 1

0:27

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ty o

f Lo

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Dep

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S)

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ID:

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1Pa

ge:

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7

ASS

ETS

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CU

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N

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IAN

: PW

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AME:

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BER

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USE

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NET

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OK

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OR I

ND

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1000

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rem

ont

Ave.

91

803

(Bra

un 1

st F

l)94

10P

MIS

CHO

, MAR

K09

/24/

2009

1,56

0.00

PW33

019

P003

2742

HP

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5WG

LCD

MO

NIT

OR

3CQ

9375

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a -

1000

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ont

Ave.

91

803

(Bra

un 4

th F

l)94

10P

ANN

A-M

ARIE

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MO

RE

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PW33

122

P003

2869

COM

PUTE

R H

P (E

NG

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G)

COM

PAQ

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MIN

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MXL

9460

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A223

Alha

mbr

a -

1000

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rem

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Ave.

91

803

(Bra

un 4

th F

l)94

20P

KHO

NG

, CLE

MEN

T12

/14/

2009

1,04

5.99

PW33

123

P003

2880

COM

PUTE

R H

P (E

NG

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G)

COM

PAQ

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MIN

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MXL

9460

P8Y

A223

Alha

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a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

00P

MIS

CHO

, MAR

K12

/14/

2009

1,04

5.99

PW33

125

P003

2882

COM

PUTE

R H

P (E

NG

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G)

COM

PAQ

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MIN

ITO

WER

MXL

9460

P90

A223

Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

GIL

MO

RE,

AN

NA-

MAR

IE12

/14/

2009

1,04

5.99

PW33

126

P003

2883

COM

PUTE

R H

P (E

NG

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G)

COM

PAQ

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MIN

ITO

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MXL

9460

P91

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Alha

mbr

a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

31P

CARAN

TO, F

LORA

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045.

99

PW33

127

P003

2884

COM

PUTE

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P (E

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G)

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MIN

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MXL

9460

P92

A223

Alha

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a -

1000

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rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

AGBO

BU, N

ICK

12/1

4/20

091,

045.

99

PW33

173

P003

2840

DIG

ITAL

CAM

ERA

CAN

ON

PO

WER

SH

OT

A200

0IS

9126

3242

72A2

23Al

ham

bra

- 10

00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9430

PLI

NH

LA

12/1

4/20

0919

8.24

PW33

466

P003

3596

COM

PUTE

R H

P (E

NG

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G)

COM

PAQ

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000

MIN

ITO

WER

MXL

0110

4WR

A223

Alha

mbr

a -

1000

S. F

rem

ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

HO

NG

, MAY

03/2

4/20

1095

2.63

PW33

842

P003

3754

HAN

DH

ELD

TRIM

BLE

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ORER

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4741

23A2

23Al

ham

bra

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00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

Fl)

9433

PLU

ON

G, H

AI08

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2010

4,43

9.39

PW33

985

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7815

PRIN

TER H

P 56

50 D

ESKJ

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36M

Y522

4P52

RA2

23Al

ham

bra

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00 S

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mon

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9180

3 (B

raun

4th

Fl)

9430

PLA

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2005

300.

00

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046

P003

3831

COM

PUTE

R H

P D

C 80

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23Al

ham

bra

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00 S

. Fre

mon

t Av

e.

9180

3 (B

raun

4th

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9400

PPA

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09/1

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1095

2.63

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123

P003

3908

MO

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P LP

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23Al

ham

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mon

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9180

3 (B

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9400

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558

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4462

MO

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P LA

2205

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Alha

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a -

1000

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rem

ont

Ave.

91

803

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un 4

th F

l)94

00P

JEN

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G12

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2010

192.

06

PW35

159

P003

6327

HP

LA24

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GCN

4127

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A223

Alha

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a -

1000

S. F

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ont

Ave.

91

803

(Bra

un 4

th F

l)94

00P

HAB

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EKH

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8.16

PW35

438

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6713

HP

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4150

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A223

Alha

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a -

1000

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ont

Ave.

91

803

(Bra

un 4

th F

l)94

30P

ESKR

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ARI

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6850

HP

LA24

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mon

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9180

3 (B

raun

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9400

PM

OREN

O, M

ARTI

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2012

238.

16

B7

Run

Dat

e: 0

4/11

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3Run

Tim

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ty o

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Dep

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6857

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Ave.

91

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un 4

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l)94

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ZHU

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1000

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Ave.

91

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un 4

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l)94

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ICH

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2012

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19

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7449

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1000

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91

803

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un 4

th F

l)94

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ARI

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397

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7726

HP

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mon

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9180

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91

803

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un 1

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l)94

10P

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8250

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PLU

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2012

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5354

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91

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un 4

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2011

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35

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5869

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91

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PLA

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Tim

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2008

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2007

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B49

APPENDIX C

LOCATION MAP FOR SEWER MAINTENANCE DISTRICTS

YARDS AND PUMP STATIONS

"

"

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"

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!R !R

!R

!R

#

#

#

#

#

#

5

3

4

1

2

Los Angeles County

Department of Public Works

Sewer Maintenance Districts

Sewer

Maintenance

Facilities

O

Legend

# SMD_Maintenance_Yards

!R SMD Water Reclamation Plants

" SMD Pump Stations

County Supervisorial Districts

Cities

Sewer Maintenance Service Area

By Yard:

North Yard

South Yard

East Yard

Central Yard

0 4 8 12 162

Miles

North Yard45712 North Division StreetLancaster, CA 93534661-942-6042

Esst Yard2849 South Myrtle AvenueInwindale, CA 91707626-446-5227

Lake Hughes WRP17201 Elizabeth Lake RoadLake Hughes, CA 93532661-724-9087

Santa Clarita Sub Yard21014 Golden Triangle RoadSaugus, CA 91350661-225-0672

Central Yard12015 Shoemaker AvenueSanta Fe Springs, CA 90670562-941-7011

Malibu Mesa WRP3863 Malibu Country RoadMalibu, CA 90265310-456-1470

Lawndale Sub Yard4055 W Marine AvenueLawndale, CA 90260310-679-2550

South Yard1129 East 59th StreetLos Angeles, CA 90001323-233-3330

Trancas WRP6338 Paseo Canyon DriveMalibu, CA 90265310-457-6069

Malibu WRP3620 Vista Pacifica StreetMalibu, CA 90265310-456-3436

file: C\Myfiles\people\Nick\Facilities1117_20120328 - by jt

C1

APPENDIX D

INVENTORY OF SEWER MAINTENANCE DISTRICTS

COLLECTION FACILITIES

REVENUES AND POPULATION ESTIMATE

LOS ANGELES COUNTY SEWER MAINTENANCE DISTRICTS

SEWER PIPES

2013

CITY MATL DIAMETER SumOfP_LENGTH

Agoura Hills ABSCP 8 113515



Agoura Hills DIP 8 1183

Agoura Hills LABSCP 8 447

Agoura Hills LVCP 8 923

Agoura Hills PVC 12 564

Agoura Hills VCP 8 157049




Artesia CAS 4 101

Artesia CAS 6 32

Artesia DIP 8 203

Artesia VCP 8 153520

Artesia VCP 10 7640

Artesia VCP 12 4268

Artesia VCP 15 101

Bellflower CAS 6 45

Bellflower CAS 10 388

Bellflower DIP 8 863

Bellflower LVCP 8 6007

Bellflower LVCP 10 334

Bellflower VCP 8 489615





BellGarden DIP 4 302

BellGarden VCP 6 179







Baldwin Park CAS 4 161



Baldwin Park DIP 4 1026



D1


SEWER PIPES

2013

Baldwin Park VCP 8 451259






Bradbury VCP 8 10698

Calabasas ABSCP 8 83803

Calabasas AC 6 5486

Calabasas CAS 6 519

Calabasas DIP 8 442

Calabasas LVCP 8 685

Calabasas VCP 8 277615






Carson ABSCP 8 414

Carson CAS 6 152

Carson CAS 8 36

Carson CAS 10 1368

Carson CAS 12 137

Carson DIP 4 530

Carson DIP 8 305

Carson DIP 10 786

Carson VCP 4 113

Carson VCP 8 821582

Carson VCP 10 39331

Carson VCP 12 37230

Carson VCP 15 34258

Carson VCP 18 17123

Carson VCP 21 1881

Carson VCP 24 3676

Commerce ABSCP 8 4806

Commerce CP 8 2297

Commerce CP 10 792

Commerce CP 15 869

Commerce LCP 8 5367

Commerce VCP 6 15

Commerce VCP 8 183783



D2


SEWER PIPES

2013




Cudahy VCP 8 71386

Cudahy VCP 10 3355

Diamond Bar ABSCP 8 192176



Diamond Bar AC 4 1598

Diamond Bar CAS 6 1140




Diamond Bar DIP 4 8459





Diamond Bar VCP 8 545599








Duarte ABSCP 8 15218

Duarte LVCP 8 274

Duarte VCP 8 209168

Duarte VCP 10 3250

Duarte VCP 12 3931

Duarte VCP 15 3693

Glendora ABSCP 8 4257

Glendora DIP 8 332

Glendora LVCP 8 2383

Glendora PVC 8 6302

Glendora VCP 6 136

Glendora VCP 8 692738



Glendora VCP 15 983

Glendora VCP 18 349

Hawaiian Gardens LVCP 8 600

D3


SEWER PIPES

2013

Hawaiian Gardens VCP 8 78336




Hidden Hills ABSCP 8 3184

Hidden Hills CAS 6 951

Hidden Hills DIP 4 351

Hidden Hills DIP 8 355

Hidden Hills VCP 6 162



Industry CAS 8 314

Industry CAS 18 63

Industry DIP 10 680

Industry LVCP 8 438

Industry LVCP 12 276

Industry VCP 8 144019






Industry VCP 24 608

Irwindale CAS 3 2060



Irwindale DIP 6 1703

Irwindale DIP 10 2962

Irwindale VCP 8 45861




Lakewood ABSCP 8 6503

Lakewood CAS 8 110

Lakewood CAS 10 75

Lakewood DIP 6 774

Lakewood DIP 8 1167

Lakewood VCP 8 800328






D4


SEWER PIPES

2013

La Mirada ABSCP 8 6107

La Mirada CAS 6 701

La Mirada CAS 8 810

La Mirada CAS 14 624

La Mirada CAS 16 203

La Mirada DIP 8 5694

La Mirada LVCP 8 2713

La Mirada LVCP 15 245

La Mirada VCP 8 530355







Lawndale LVCP 8 2901

Lawndale VCP 8 167321



La Canada Flintridge ABSCP 8 7406

La Canada Flintridge CAS 4 899



La Canada Flintridge DIP 4 1712

La Canada Flintridge DIP 8 923

La Canada Flintridge PVC 8 176

La Canada Flintridge VCP 6 50




La Habra Heights DIP 4 779

La Habra Heights DIP 10 423

La Habra Heights VCP 8 7564



Lomita ABSCP 8 919

Lomita VCP 6 37

Lomita VCP 8 182730

Lomita VCP 10 3050

Lomita VCP 12 1664

Malibu DIP 4 5516

Malibu LVCP 8 8728

Malibu LVCP 10 719

D5


SEWER PIPES

2013

Malibu VCP 8 13666

Malibu VCP 10 936

Malibu VCP 12 302

Marina Del Rey CAS 10 967

Marina Del Rey CAS 12 50

Marina Del Rey LVCP 8 30459





Marina Del Rey VCP 8 6356





Paramount CAS 6 123

Paramount CAS 8 207

Paramount CP 8 97

Paramount VCP 8 298233





Palmdale ABSCP 8 19536



Palmdale CAS 8 162

Palmdale DIP 4 1002

Palmdale DIP 8 1043

Palmdale DIP 12 34

Palmdale DIP 15 251

Palmdale LVCP 8 1712

Palmdale LVCP 15 312

Palmdale PVC 8 324

Palmdale VCP 8 1668523





Palmdale VCP 21 418

Pico Rivera ABSCP 8 7333

Pico Rivera ABSCP 10 191

Pico Rivera CAS 4 156

D6


SEWER PIPES

2013




Pico Rivera DIP 4 41

Pico Rivera DIP 8 39

Pico Rivera LVCP 8 12595

Pico Rivera VCP 8 520645





Palos Verdes Estates AC 6 1043

Palos Verdes Estates CAS 8 482

Palos Verdes Estates DIP 6 3651

Palos Verdes Estates HDPE 8 321

Palos Verdes Estates LAC 8 5277

Palos Verdes Estates LAC 10 943

Palos Verdes Estates LCP 8 389

Palos Verdes Estates LVCP 6 191





Palos Verdes Estates VCP 6 4406





Rolling Hills Estates ABSCP 8 4131

Rolling Hills Estates CAS 4 558

Rolling Hills Estates DIP 4 956

Rolling Hills Estates LVCP 8 2884

Rolling Hills Estates VCP 8 162048




Rolling Hills ABSCP 8 1451

Rolling Hills VCP 8 1432

Rosemead CAS 8 192

Rosemead CAS 10 139

Rosemead CAS 12 231

Rosemead DIP 3 246

Rosemead LVCP 8 6764

D7


SEWER PIPES

2013

Rosemead VCP 8 391362




Rancho Palos Verdes ABSCP 8 14791

Rancho Palos Verdes AC 6 5282

Rancho Palos Verdes CAS 4 205

Rancho Palos Verdes CAS 8 909

Rancho Palos Verdes DIP 3 698



Rancho Palos Verdes LVCP 8 8010



Rancho Palos Verdes VCP 8 664767




South El Monte CAS 6 619

South El Monte CAS 8 50

South El Monte VCP 8 182676



Santa Fe Springs CAS 6 82

Santa Fe Springs CAS 8 44

Santa Fe Springs DIP 8 440

Santa Fe Springs VCP 6 78






San Dimas ABSCP 8 3745

San Dimas CAS 4 8117




San Dimas DIP 4 8299

San Dimas DIP 8 126

San Dimas LVCP 8 310

San Dimas PVC 6 1516

San Dimas VCP 4 117

San Dimas VCP 8 474123

D8


SEWER PIPES

2013




Santa Clarita ABSCP 8 294857




Santa Clarita CAS 8 430

Santa Clarita CAS 24 799

Santa Clarita DIP 4 1173






Santa Clarita LVCP 10 115

Santa Clarita VCP 8 1451293








Temple City ABSCP 8 1998

Temple City VCP 8 396246




Walnut ABSCP 8 77111


Walnut ABSCP 12 901


Walnut CAS 8 373

Walnut DIP 8 614

Walnut VCP 6 116

Walnut VCP 8 387785

Walnut VCP 10 7915

Walnut VCP 12 5987

Walnut VCP 15 8150

Walnut VCP 18 4002

Walnut VCP 21 3652

West Hollywood LVCP 8 5249

D9


SEWER PIPES

2013



West Hollywood VCP 6 769






Westlake Village ABSCP 8 9708

Westlake Village ABSCP 12 304

Westlake Village DIP 4 1967

Westlake Village DIP 8 329

Westlake Village VCP 8 125156





Unincorporated County - Central Yard VCP 8 6260


Unincorporated County - Central Yard ABSCP 8 11054

Unincorporated County - Central Yard CAS 4 377




Unincorporated County - Central Yard CP 8 52145



Unincorporated County - Central Yard DIP 6 116

Unincorporated County - Central Yard DIP 10 67

Unincorporated County - Central Yard LCP 8 324028




Unincorporated County - Central Yard LVCP 8 10101








Unincorporated County - East Yard ABSCP 8 150655

Unincorporated County - East Yard ABSCP 10 2092

D10


SEWER PIPES

2013

Unincorporated County - East Yard CAS 4 2453




Unincorporated County - East Yard DIP 3 575



Unincorporated County - East Yard LVCP 8 12012

Unincorporated County - East Yard VCP 8 3288505






Unincorporated County - North Yard ABSCP 8 142786

Unincorporated County - North Yard ABSCP 12 70

Unincorporated County - North Yard AC 15 14

Unincorporated County - North Yard CAS 4 984




Unincorporated County - North Yard DIP 4 9593










Unincorporated County - North Yard LVCP 8 6657

Unincorporated County - North Yard LVCP 10 1337

Unincorporated County - North Yard PVC 3 907



Unincorporated County - North Yard VCP 8 1087299







D11


SEWER PIPES

2013

Unincorporated County - North Yard XXX 0 102

Unincorporated County - South Yard ABSCP 8 1058

Unincorporated County - South Yard AC 8 8410

Unincorporated County - South Yard AC 10 335

Unincorporated County - South Yard CAS 4 565



Unincorporated County - South Yard CP 8 958

Unincorporated County - South Yard DIP 2 400



Unincorporated County - South Yard HDPE 5 84

Unincorporated County - South Yard LCP 8 212516





Unincorporated County - South Yard LVCP 8 22823



Unincorporated County - South Yard PVC 3 150

Unincorporated County - South Yard VCP 8 1754963





Unincorporated County - All Yards VCP 8 2022

D12

PUMP STATION AND TREATMENT PLANTS

NO. MMS NO. PUMP STATION CREW PCA MAP # T.G. PAGE ADDRESS/LOCATION CITY OR VICINITY

1 SMPS00010 AFTER BAY 732 Y050151C 1214 4369:J6 32132 LAKE HUGHES ROAD CASTAIC LAKE CASTAIC

2 SMPS00020 AGAVE 632 Y051533 2221 708:D3 1551 N. AGAVE AVENUE LA HABRA HEIGHTS

3 SMPS00030 ALHAMBRA PUMP ROOM 433 J51066 NONE 595:H6 900 S FREMONT AVE. ALHAMBRA

4 SMPS00050 ANIMAL CONTROL #6 732 Y050100C 1214 4459:J1 31044 CHARLEY CYN. RD. CASTAIC

5 SMPS00060 AREA A 631 Y050159C 2073 636:J4 N/O 60 FRWY W/O ROSEMEAD BL. IN PARK WHITTIER NARROWS

6 SMPS00070 AREA B 631 Y050159C 2073 637:A4 N/O 60 FRWY E/O ROSEMEAD BL. IN PARK WHITTIER NARROWS

7 SMPS00075 AREA D 631 Y050159C 2073 636:J4 N/O 60 FRWY E/O ROSEMEAD BL. IN PARK WHITTIER NARROWS

8 SMPS00080 AREA E 631 Y050159C 2074 637:B6 ACROSS STREET FROM MAINTENANCE YARD IN PARK WHITTIER NARROWS

9 SMPS00085 ARROYO SUMMIT 733 Y051535 1851 535:C2 5400 ANGELES CREST HIGHWAY LA CANADA/FLINTRIDGE

10 SMPS00090 ARTESIA PARK 532 Y051534 2029 766:H2 11931 SOUTH ST. IN PARK MAINTENANCE YARD ARTESIA

11 SMPS00100 AVENUE C 531 Y050106P NONE 762:H7 ON BEACH W/O AVE. C REDONDO BEACH

12 SMPS00110 AVENUE G 531 Y050106Q NONE 792:H1 ON BEACH W/O AVE. G REDONDO BEACH

13 SMPS00120 AVENUE I 531 Y050106R NONE 792:H1 ON BEACH W/O AVE. I REDONDO BEACH

14 SMPS00140 AVENUE S 731YG021012P

S1996 4286:D4 1718 E. AVENUE S PALMDALE

15 SMPS00150 BALFOUR 632 Y051533 2024 676:H6 10705 BALFOUR STREET PICO RIVERA

16 SMPS00160 BELSHAW 532 Y051534 1759 764:F5 22650 BELSHAW AVE. S/O DEL AMO CARSON

17 SMPS00170 BERKSHIRE 631 Y051533 2022 676:H1 3850 BERKSHIRE RD. PICO RIVERA

18 SMPS00180 BIG TUJUNGA DAM 733 F2006000 NONE 4725:C5 809 BIG TUJUNGA CYN. RD. ANGELES FOREST

19 SMPS00190 BLOOMWOOD 532 Y051534 1653 824:A2 1102 BLOOMWOOD RD. RANCHO P.V.

20 SMPS00210 BRACKETT FIELD 432 Y050208 2429 600:E4 1615 MCKINLEY AVENUE IN PARKING LOT LA VERNE

21 SMPS00220 BRADHURST 631 Y051533 2023 676:H5 10335 BRADHURST ST. PICO RIVERA

22 SMPS00230 BREA 434 Y051533 2350 709:G1 3848 CASTLE ROCK RD. DIAMOND BAR

23 SMPS00240 BROAD BEACH 534 Y051534 1029 626:J7 31401 W. BROAD BCH. RD. MALIBU

24 SMPS00250 BROADWAY 532 Y051534 1701 734:C2 13512 BROADWAY LOS ANGELES

25 SMPS00260 BURRELL LANE 533 Y051534 1545 823:B3 7 BURRELL LANE RANCHO P.V.

26 SMPS00265 CALLE ENTRADERO 533 Y051534 1492 822:F4 30500 CALLE ENTRADERO RANCHO P.V.

27 SMPS00270 CALLE ROSA 432 Y051533 2387 600:B6 242 CALLE ROSA SAN DIMAS

28 SMPS00273 CHARTER (Calle Salvacion) 433 Y335005B 2257 598:F3 4802 CHARTER IRWINDALE

29 SMPS00277 CALLE VIOLETA 432 Y051533 2387 600:B7 2200 1/2 CALLE VIOLETA SAN DIMAS

30 SMPS00278 CAPALLERO 732 Y051535 1176 4459:D3 30402 CAPALLERO DRIVE CASTAIC

31 SMPS00280 CASTLE ROCK 434 Y051533 2349 679:H7 3108 CASTLE ROCK RD. DIAMOND BAR

32 SMPS00290 CENTINELA 534 Y051534 1535 672:H7 5859 CENTINELA AVENUE LADERA HEIGHTS

33 SMPS00300 CLARINDA 632 Y051533 2025 706:F3 8700 CLARINDA STREET PICO RIVERA

34 SMPS00310 CLOVERLEAF DRIVE NORTH 631 Y051533 2170 637:G2 492 CLOVERLEAF DRIVE BALDWIN PARK

35 SMPS00320 CLOVERLEAF DRIVE SOUTH 631 Y051533 2170 637:G2 300 CLOVERLEAF DRIVE BALDWIN PARK

36 SMPS00330 COMET WAY 733 Y051535 1460 4552:D3 16029 1/2 COMET WAY SANTA CLARITA

37 SMPS00335 COMMERCE CENTER 733 Y051535 1216 4459:G7 28550 COMMERCE CENTER DR. VAL VERDE

38 SMPS00340 CRESCENTA VALLEY 733 Y050152C NONE 534:E1 3901 NEW YORK AVENUE LA CRESCENTA

D13



39 SMPS00350 CREST ROAD 533 Y051534 1545 823:B2 CREST ROAD S/O CRENSHAW ROLLING HILLS

40 SMPS00370 DAVIDS ROAD 731 Y051535 1118 588:F1 3811 1/2 DAVIDS ROAD AGOURA HILLS

41 SMPS00380 DEAUVILLE 534 Y050106F NONE 702:C6 ON BEACH W/O DEAUVILLE DOCKWEILER BEACH

42 SMPS00385 DEXTER PARK 733 Y050694A NONE 482:J5 11053 NORTH TRAIL KAGEL CANYON

43 SMPS00390 DIAMOND BAR GOLF COURSE 434 Y050153C 2390 680:B1 N/W CORNER OF DIAMOND BAR GOLF COURSE DIAMOND BAR

44 SMPS00400 DOCKWEILER BEACH 532 Y050106H NONE 702:C7 ON BEACH RV PARKING LOT S/O IMPERIAL HWY. DOCKWEILER BEACH

45 SMPS00401 DOCKWEILER BEACH LIFEGUARD 532 Y050106W NONE 702:C7 ON THE BEACH BEHIND ENTRANCE FROM IMPERIAL HWY. DOCKWEILER BEACH

46 SMPS00405 DOCKWEILER BIKE PATH 532 Y050106I NONE 732:C1 ON BEACH BIKE PATH S/O IMPERIAL HIGHWAY DOCKWEILER BEACH

47 SMPS00406 DOCKWEILER BIKE PATH - PARKING BOOTH 532 Y050106X NONE 732:C1 PARKING LOT BOOTH AT ENTRANCE FOR BIKE PATH P.S. S/O IMPERIAL HWY DOCKWEILER BEACH

48 SMPS00408 DOCKWEILER YOUTH #1 - AQUATIC CENTER 532 Y050106Y NONE 732:C1 ON BEACH BIKE PATH S/O IMPERIAL HIGHWAY S/O BIKE PATH P. S. DOCKWEILER BEACH

49 SMPS00409 DOCKWEILER YOUTH #2 - CONCESSION 532 Y050106Z NONE 732:C1 IN PARKING LOT E/O BIKE PATH P. S. - S/O IMPERIAL HIGHWAY DOCKWEILER BEACH

50 SMPS00420 EAST LAUNCH RAMP 732 Y050151D 1214 4369:J3 E/O CASTAIC DAM NEAR LAUNCH RAMP CASTAIC

51 SMPS00430 EAST SHORE 432 Y050150D 2430 600:C5 S/E OF FISHING AREA San Dimas / BONELLI PARK

52 SMPS00435 EATON CANYON PARK 433 Y050160E 2014 536:E7 1800 ALTADENA DR.NEAR NATURE CENTER PASADENA

53 SMPS00440 EL MONTE AIRPORT 433 Y050209 2122 597:D6 4233 N. SANTA ANITA AVE., AIRPORT ENTRANCE AT BRYANT ST. EL MONTE

54 SMPS00451 EL PORTO I 531 Y050106J NONE 732:E3 ON BEACH W/O 42ND ST. EL SEGUNDO

55 SMPS00452 EL PORTO II 531 Y050106K NONE 732:E3 ON BEACH W/O 42ND ST. EL SEGUNDO

56 SMPS00460 EL TRAVESIA 632 Y051533 2221 708:C3 1501 EL TRAVESIA DRIVE LA HABRA HEIGHTS

57 SMPS00470 ESPERANZA 631 Y051533 2076 676:J4 5760 ESPERANZA AVENUE PICO RIVERA

58 SMPS00480 EVENING CANYON 733 Y051535 1851 535:C1 5706 EVENING CANYON DR. LA CANADA

59 SMPS00490 FARMLAND 632 Y051533 2024 676:G7 9717 LUNDAHL DRIVE PICO RIVERA

60 SMPS00500 FARNDON 631 Y051533 2074 637:C5 11302 FARNDON AVENUE SOUTH EL MONTE

61 SMPS00510 FERNCREEK 533 Y051534 1598 793:B4 14846 1/2 FERNCREEK DRIVE OFF MASONGATE ROLLING HILLS ESTATES

62 SMPS00520 FLOATING DOCK 432 Y050150E 2386 600:B5 FLOATING DOCK CONCESION San Dimas / BONELLI PARK

63 SMPS00530 FOUNTAIN SPRINGS 434 Y051533 2392 679:H6 21418 FOUNTAIN SPRINGS RD DIAMOND BAR

64 SMPS00550 GILLIS 534 Y050106D NONE 702:C6BETWEEN NAPOLEON ST. & SANDPIPER ST. ON BEACH W/O GILLIS

AVENUEPLAYA DEL REY

65 SMPS00555 GOLDEN VALLEY 731 Y051535 1373 4461:D7 27999 GOLDEN VALLEY ROAD SANTA CLARITA

66 SMPS00560 GRAYLAND 532 Y051534 2029 766:H1 18128 ELAINE AVE. & 183RD ST. ARTESIA

67 SMPS00570 GREENWICH ROAD 432 Y051533 2343 599:H4 1645 1/2 GREENWICH ROAD SAN DIMAS

68 SMPS00580 GUNDRY 532 Y051534 1866 735:F3 14310 GUNDRY AVE. S/O ROSECRANS PARAMOUNT

69 SMPS00590 HEADQUARTERS 533 Y050106V NONE 854:C2 LIFEGUARD HEADQUARTERS CABRILLO BEACH

70 SMPS00600 HEATHERFIELD 632 Y051533 2173 677:J5 3239 #A HEATHERFIELD DRIVE HACIENDA HEIGHTS

71 SMPS00605 HAMPTON ROAD 733 Y051535 1852 535:D4 4500 HAMPTON ROAD LA CANADA FLINTRIDGE

72 SMPS00615 HORIZON 434 Y051533 2392 680:A7 8000 HORIZON LANE DIAMOND BAR

73 SMPS00630 INDIAN CREEK 434 Y051533 2392 680:B6 2110 S. INDIAN CREEK ROAD DIAMOND BAR

74 SMPS00635 JIM BRIDGER 731 Y051535 1152 559:B4 E/O JIM BRIDGER ROAD NEAR END HIDDEN HILLS

75 SMPS00640 KILGORE 534 Y050106G NONE 702:C7 ON BEACH N/O IMPERIAL HIGHWAY PLAYA DEL REY

76 SMPS00650 KNOB HILL 531 Y050106O NONE 762:H7 ON BEACH W/O KNOB HILL AVE. REDONDO BEACH

D14



77 SMPS00660 NEWVALE 732 Y051535 1404 4101:J2 18001 NEWVALE AVENUE LAKE HUGHES

78 SMPS00670 TRAIL "K" 732 Y051535 1404 4101:J2 43666 TRAIL K LAKE HUGHES

79 SMPS00680 LA MIRADA HILLS 632 Y051533 2177 737:J3 16105 EAST ALICANTE ROAD LA MIRADA

80 SMPS00690 LARIAT LANE 533 Y051534 1598 793:E6 3557 LARIAT LANE ROLLING HILLS ESTATES

81 SMPS00700 LARIO TRAIL 433 Y050160D 2212 568:E5 SANTA FE DAM EQUESTRIAN AREA N/O HUNTINGTON DRIVE IRWINDALE

82 SMPS00710 LAUREL DRIVE 533 Y051534 1491 822:F2 64 LAUREL DRIVE & MARGUERITE DRIVE RANCHO P.V.

83 SMPS00720 LECHUZA 534 Y051534 1016 626:H7 31600 SEA LEVEL DR. MALIBU

84 SMPS00730 LEGG LAKE 631 Y050157C 2074 636:J5 N/W OF LAKE WHITTIER NARROWS

85 SMPS00740 LEYLAND DRIVE 434 Y051533 2433 680:D1 798 LEYLAND DRIVE DIAMOND BAR

86 SMPS00750 LONG VALLEY 731 Y051535 1191 559:F4 23639 LONG VALLEY ROAD HIDDEN HILLS

87 SMPS00760 LONGVIEW 434 Y051533 2434 680:E3 N/W GRAND AVE/LONGVIEW DR DIAMOND BAR

88 SMPS00770 LONGWORTH 532 Y051534 2031 766:G5 21208 LONGWORTH AVE. LAKEWOOD

89 SMPS00780 LOS ANGELES STREET 433 Y335005 2168 597:J4 N/W OF LOS ANGELES ST. & LITTLE JOHN ST. IRWINDALE

90 SMPS00785 LOWRIDGE 733 Y051535 1293 4460:G2 SAN FRANCISQUITO CYN. RD. AND LOWRIDGE PLACE SANTA CLARITA

91 SMPS00790 MARINA DEL REY 534 Y052330 1438 672:B7 13442 BALI WAY & ADMIRALTY WAY MARINA DEL REY

92 SMPS00800 MARTIN ROAD 433 Y335005 2213 568:E7 MARTIN ROAD - CUL DE SAC BIRTCHER BUSINESS PARK IRWINDALE

93 SMPS00810 MAYBROOK 632 Y051533 2177 708:A7 12421 MAYBROOK AVE. LA MIRADA

94 SMPS00820 MCKINLEY 432 Y050150F 2429 600:E4 ON MCKINLEY S/W OF BRACKETT FIELD San Dimas / BONELLI PARK

95 SMPS00830 MULHOLLAND 731 Y051535 1231 559:J5 22231 MULHOLLAND HWY. CALABASAS

96 SMPS00840 MUSCATEL 631 Y051533 2021 636:H5 1100 N. MUSCATEL AVE. WHITTIER NARROWS

97 SMPS00850 NORTH SHORE 432 Y050150G 2429 600:D4 PUDDINGSTONE DR. N/E OF PARK San Dimas / BONELLI PARK

98 SMPS00860 OAK KNOLL DRIVE 434 Y051533 2392 679:J7 2878 OAK KNOLL DRIVE DIAMOND BAR

99 SMPS00865 OAKRIVER LANE 733 Y051535 1337 4641:C2 23800 OAKRIVER LANE SANTA CLARITA

100 SMPS00870 OVERLOOK 732 Y050151E 1213 4369:H3 W/O CASTAIC DAM NEAR VISITOR'S OVERLOOK CASTAIC

101 SMPS00875 PACIFICA DEL MAR 533 Y051534 1492 822:F4 54 PACIFICA DEL MAR RANCHO P.V.

102 SMPS00880 PAINTER 632 Y051533 2078 707:C3 9601 PAINTER AVENUE WHITTIER

103 SMPS00885PALOMA VISTA (PALMDALE

SPORTS COMPLEX-started 7/09)731 Y9021012PS 1889 4285:H3 37720 TIERRA SUBIDA AVENUE PALMDALE

104 SMPS00890 PARK SERVICE YARD 432 Y050150H 2386 600:A4 PARK SERVICE YARD San Dimas / BONELLI PARK

105 SMPS00900 PASEO DEL MAR 533 Y051534 1491 822:E1 2799 PASEO DEL MAR & VIA BERRI PALOS VERDES

106 SMPS00905 PASEO DEL RIO 532 Y051534 1971 706:B1 7148 1/2 PASEO DEL RIO S/O GREENWOOD BELL GARDENS

107 SMPS00910 PALOS VERDES DRIVE EAST 533 Y051534 1655 823:F5 30862 PALOS VERDES DRIVE RANCHO PALOS VERDES

108 SMPS00920 PARAMOUNT PLANT 532 F6008079 1921 735:E5 6301 72ND STREET PARAMOUNT

109 SMPS00930 PATRITTI 433 Y051533 2169 637:H1 3201 PATRITTI AVENUE BALDWIN PARK

110 SMPS00940 PECK BASIN 433 Y050158C 2121 597:F3 5401 N. PECK ROAD WATER CONSERVATION PARK ARCADIA

111 SMPS00950 PICKNEY 731 Y051535 1231 559:H5 4210 PICKNEY DRIVE CALABASAS

112 SMPS00960 PONY LANE 533 Y051534 1598 793:E7 38 1/2 PONY LANE ROLLING HILLS ESTATES

113 SMPS00970 PUDDINGSTONE 432 Y051533 2386 600:B3 605 PUDDINGTONE DRIVE SAN DIMAS

114 SMPS00980 RCO 531 Y050106M NONE 762:H7 ON BEACH W/O TOPAZ STREET REDONDO BEACH

D15



115 SMPS00985 RECREATION ROAD 532 Y051534 1760 764:F7 RECREATION ROAD NEAR END CARSON

116 SMPS00990 RIDGE ROUTE 732 Y050151F 1214 4369:H6 32130 LAKE HUGHES ROAD CASTAIC

117 SMPS01000 ROCKY POINT 533 Y051534 1491 792:D7 217 ROCKY POINT ROAD PALOS VERDES

118 SMPS01010 ROYAL PALMS 533 Y050106U NONE 853:H1 ON BEACH ACCESS ROAD E/O WESTERN S/O PASEO DEL MAR SAN PEDRO

119 SMPS01020 SAIL BOAT 432 Y050150I 2386 600:B5 SAILBOAT LAUNCH RAMP BEHIND BONELLI PARK COMFORT STATION San Dimas / BONELLI PARK

120 SMPS01030 SAN DIMAS AVENUE 432 Y051533 2387 640:A1 2400 SOUTH SAN DIMAS AVENUE SAN DIMAS

121 SMPS01040 SAN DIMAS, NORTHEAST 433 Y050178C 2387 570:D1 1512 SAN DIMAS CANYON ROAD SAN DIMAS

122 SMPS01050 SAN DIMAS, NORTHWEST 433 Y050178C 2387 570:D1 1512 SAN DIMAS CANYON ROAD SAN DIMAS

123 SMPS01060 SAN DIMAS, SOUTH 433 Y050178C 2387 570:D1 1512 SAN DIMAS CANYON ROAD SAN DIMAS

124 SMPS01070 SANTA FE DAM SWIM 433 Y050160C 2213 598:D2 VICINITY OF SWIM AREA SANTA FE DAM PARK, IRWINDALE

125 SMPS01080 SANTA FE DAM LAUNCH 433 Y050160C 2213 598:D2 VICINITY OF WEST LAUNCH RAMP SANTA FE DAM PARK, IRWINDALE

126 SMPS01085 SANTA FE DAM BOAT HOUSE 433 Y050160C 2213 598:D2 VICINITY OF BOAT HOUSE SANTA FE DAM PARK, IRWINDALE

127 SMPS01090 SCOTTSDALE 532 Y051534 1761 794:E2 23426 AVALON BLVD CARSON

128 SMPS01100 SERVICE YARD 534 Y050106E NONE 702:C6 BEACH SERVICE YARD / HEATER ROOM DOCKWEILER BEACH

129 SMPS01110 SORENSEN 632 Y051533 2078 707:A2 8721 SORENSEN AVENUE SANTA FE SPRINGS

130 SMPS01120 SOUTH SHORE 432 Y050150J 2387 600:C6 SOUTH END OF LAKE NEAR VIA VERDE San Dimas / BONELLI PARK

131 SMPS01130 SPINDLEWOOD 632 Y051533 2177 738:A1 12862 LARRYLYNN DR. LA MIRADA

132 SMPS01140 STAGE ROAD 632 Y051533 2131 737:E4 14535 STAGE ROAD LA MIRADA

133 SMPS01160 SUMMIT POINTE 731 Y051535 1270 560:B7 VIEWRIDGE RD & SUMMIT POINTE DR CALABASAS or topanga

134 SMPS01165 SURREY DRIVE 432 Y051533 2345 639:G1 2674 SURREY DR COVINA HILLS

135 SMPS01170 SWIM PARK 432 Y050150C 2386 600:B4 RAGING WATERS SLIDE AREA OFF PUDDINGSTONE San Dimas / BONELLI PARK

136 SMPS01180 SYCAMORE CANYON 434 Y9026885 2390 680:B2 LEFT SIDE OF SYCAMORE PARK DRIVE DIAMOND BAR

137 SMPS01190 TALBOT 632 Y051533 2178 737:H4 15570 TALBOT DRIVE LA MIRADA

138 SMPS01200 TOPAZ 531 Y050106N NONE 762:H6 ON BEACH W/O TOPAZ STREET REDONDO BEACH

139 SMPS01210 TORRANCE BEACH 531 Y050106T NONE 792:H2 367 PASEO DE LA PLAYA REDONDO BEACH

140 SMPS01220 TYLER 433 Y051533 2121 597:D4 5040 TYLER AVENUE E/O TEMPLE CITY TEMPLE CITY

141 SMPS01230 ULMUS 731 Y051535 1231 560:A6 21780 ULMUS DRIVE CALABASAS or topanga

142 SMPS01240 VENICE BEACH 534 Y050106C 1438 701:J2 ON BEACH W/O INTERSECTION OF VIA MARINA & PACIFIC AVE VENICE BEACH

143 SMPS01250 VIA VAQUERO 432 Y051533 2386 600:B3 350 W VIA VAQUERO SAN DIMAS

144 SMPS01260 VIEWRIDGE 731 Y051535 1231 560:B7 21533 VIEWRIDGE ROAD CALABASAS or topanga

145 SMPS01270 VILLAGE COURT 432 Y051533 2385 600:A2 191 VILLAGE COURT IN FOOTHILL VILLAGE SAN DIMAS

146 SMPS01275 VISTA COURT 434 Y051533 2392 679:J7 2893 VISTA CT & WATER COURSE DR DIAMOND BAR

147 SMPS01280 VISTA DEL MAR 531 Y050106S 1543 792:H1 389 PASEO DE LA PLAYA TORRANCE BEACH

148 SMPS01290 WALNUT GROVE 631 Y051533 2021 636:G4 1160 WALNUT GROVE KEY PAD ROSEMEAD

149 SMPS01295 WESTLAKE 731 Y051535 1025 586:H1 1509 SYCAMORE CANYON DR. WESTLAKE VILLAGE

150 SMPS01300 WEST LAUNCH RAMP 732 Y050151G 1213 4369:H2 W/O CASTAIC DAM NEAR BOAT LAUNCH RAMP CASTAIC

151 SMPS01310 WILL ROGERS BEACH 534 Y050106B 1275 631:A7 1500 PACIFIC COAST HIGHWAY PACIFIC PALISADES

152 SMPS01330 8TH STREET 531 Y050106L NONE 732:F6 ON BEACH W/O 8TH STREET MANHATTAN BEACH

D16



153 SMPS01360 132ND STREET 532 Y051534 1701 734:D2 124 E 132ND ST & CARLTON AVE ROSEWOOD

154 SMPS01370 213TH STREET 532 Y050238 1705 764:A6 1104 WEST 213TH STREET W/O CARSON AVENUE TORRANCE

TREATMENT PLANTS

4101:J2

SWTP0001 157:B-1

628:H7

SWTP0002 113:F5

628:G7

SWTP0003 113:E5

627:A7

SWTP0004 111:E5

Crew Numbers 400 Series - East Yard 500 Series - South Yard 600 Series - Central Yard 700 Series North Yard

4 TRANCAS WPCP 531 Y0TR000 1029 6338 Paseo Canyon Drive Malibu

3 MALIBU MESA WRP 731 Y0MM000 1123

2 MALIBU WPCP 534 Y0ML000 1123 3620 Vista Pacifica Street Malibu

1 LAKE HUGHES CWTF 732 Y0LH000 1404 17201 Elizabeth Lake Road Lake Hughes

3863 Malibu Country Road/John Tyler Drive Malibu

D17

Nos. MEMBER CITY

MILES OF

SEWER LINE

NUMBER OF

PARCELS

SEWAGE

UNITS

SEWER SERVICE

CHARGE

REVENUE

Estimated

Population

A.

TOTAL 1,708.95 201,482.0 287,897.25 $12,811,427.50 666,600

B.

1 Agoura Hills 54.01 6,789.0 8,076.00 $359,382.00 20,537

2 Artesia 31.31 3,859.0 5,784.50 $257,410.25 16,380

3 Baldwin Park 104.29 14,654.0 20,534.50 $913,785.25 75,837

4 Bell Gardens 39.80 3,962.0 12,151.00 $540,719.50 44,054

5 Bellflower 99.40 12,794.0 27,291.50 $1,214,471.75 72,878

6 Bradbury 2.03 100.0 100.50 $4,472.25 855

7 Calabasas 73.97 6,751.0 8,418.50 $374,623.25 20,033

8 Carson 181.50 22,713.0 32,989.00 $1,468,010.50 89,730

9 Commerce 49.66 3,491.0 11,322.25 $503,840.25 12,568

10 Cudahy 14.16 1,699.0 6,237.50 $277,568.75 24,208

11 Diamond Bar 161.20 17,762.0 19,405.00 $863,522.50 56,287

12 Duarte 45.38 5,754.0 8,097.00 $360,316.50 21,486

13 Glendora 142.01 14,296.0 19,518.00 $868,551.00 49,415

14 Hawaiian Gardens 15.83 2,432.0 4,291.00 $190,949.50 14,779

15 Hidden Hills 14.79 665.0 633.50 $28,190.75 1,875

16 Industry 49.13 1,129.0 7,116.50 $316,684.25 777

17 La Canada Flintridge 52.38 4,737.0 4,943.50 $219,985.75 20,318

18 La Habra Heights 2.29 111.0 119.50 $5,317.75 5,712

19 La Mirada 120.16 15,206.0 18,491.50 $822,871.75 46,783

20 Lakewood 166.26 23,654.0 28,608.50 $1,273,078.25 79,345

21 Lawndale 33.51 5,769.0 11,280.50 $501,982.25 31,711

22 Lomita 35.64 4,880.0 8,840.50 $393,402.25 20,046

23 Malibu 5.66 579.0 573.00 $25,498.50 12,575

24 Palos Verdes Estates 77.50 5,211.0 5,451.50 $242,591.75 13,340

25 Paramount 61.81 8,294.0 18,928.00 $842,296.00 55,266

26 Pico Rivera 109.61 14,135.0 20,032.00 $891,424.00 63,528

27 Rancho Palos Verdes 141.27 13,653.0 18,456.50 $821,314.25 41,145

28 Rolling Hills 0.55 16.0 15.50 $689.75 1,871

29 Rolling Hills Estates 33.34 2,997.0 3,601.00 $160,244.50 7,676

30 Rosemead 78.99 10,328.0 16,540.50 $736,052.25 53,505

31 San Dimas 101.36 9,324.0 12,414.00 $552,423.00 64,980

32 Santa Clarita 397.55 48,008.0 61,871.00 $2,753,259.50 151,088

33 Santa Fe Springs 83.42 5,218.0 15,237.00 $678,046.50 17,438

34 South El Monte 36.51 4,234.0 10,958.50 $487,653.25 21,144

35 Temple City 76.99 9,959.0 13,001.00 $578,544.50 33,377

36 Walnut 94.77 8,422.0 8,957.00 $398,586.50 30,004

37 Westlake Village 32.64 3,487.0 4,120.00 $183,340.00 8,368

38 SUB-TOTAL 2,820.68 317,072.0 474,406.75 $21,111,100.50 1,300,919

39 Irwindale 13.10 1,112.0 \ \ 1,446

40 West Hollywood 39.39 7,150.0 \ \ 35,716

GRAND TOTAL 4,582.12 526,816.0 762,304.00 $33,922,528.00 2,004,681

CSMD Revenue by City 2012-13

Unincorporated Areas

Cities

04/04/2013 p drive/wspub/general/pamfieldsdavis/TRAs/ CSMD Revenue by City.xls

D18

APPENDIX E

ACCUMULATIVE CAPITAL OUTLAY PROGRAM PROJECTS

AC

O N

O.

AC

O P

RO

JEC

TSFU

ND

CO

NTR

AC

T

(B

ID E

ST.)

DES

IGN

DIV

ISIO

NC

ON

STR

UC

TIO

N

DIV

ISIO

NTO

TAL

SM

DA

CO

0106

Mc

Brid

e A

venu

e S

ewer

sJ1

4$3

82,8

40$0

$38,

284

$421

,124

SM

DA

CO

0107

Mic

higa

n S

treet

Sew

ers

J14

$477

,460

$0$4

7,74

6$5

25,2

06

SM

DA

CO

0109

Cle

la A

venu

e S

ewer

sJ1

4$4

47,2

95$0

$44,

730

$492

,025

SM

DA

CO

0110

Oly

mpi

c A

venu

e S

ewer

sJ1

4$3

86,1

72$0

$38,

617

$424

,789

SM

DA

CO

0111

Am

alia

Ave

nue

Sew

ers

J14

$424

,644

$42,

464

$42,

464

$509

,573

SE

WA

GE

PU

MP

STA

TIO

N E

VA

LUA

TIO

NJ1

4$3

75,0

00$0

$0$3

75,0

00

SUB

-TO

TAL

$2,4

93,4

11$4

2,46

4$2

11,8

41$2

,747

,717

MA

RIN

A D

EL R

EY P

RO

JEC

TSFU

ND

CO

NTR

AC

T

(B

ID E

ST.)

DES

IGN

DIV

ISIO

NC

ON

STR

UC

TIO

N

DIV

ISIO

NTO

TAL

9M

arin

a de

l Rey

Sew

er L

inin

gG

C6

$1,0

64,0

10

$0$1

06,4

01$1

,170

,411

CO

NSO

LID

ATE

D S

EWER

MA

INTE

NA

NC

E D

ISTR

ICTS

CA

PITA

L IM

PRO

VEM

ENT

PRO

JEC

TS F

OR

FIS

CA

L YE

AR

200

7-20

08

MA

RIN

A D

EL R

EY P

RO

JEC

TS F

OR

FIS

CA

L YE

AR

200

7-20

08

E1

AC

O N

O.

AC

O P

RO

JEC

TSFU

ND

CO

NTR

AC

T

(B

ID E

ST.)

DES

IGN

DIV

ISIO

NC

ON

STR

UC

TIO

N

DIV

ISIO

NTO

TAL

SM

DA

CO

0113

Via

Cor

onel

Rel

ief S

ewer

sJ1

4$1

08,1

50

$5,0

00$1

0,81

5$1

23,9

65

SM

DA

CO

0112

Fish

er S

treet

Sew

ers

J14

$474

,200

$0

$47,

420

$521

,620

SM

DA

CO

0114

Mar

iann

a A

venu

e S

ewer

sJ1

4$5

49,4

80

$54,

948

$54,

948

$659

,376

SM

DA

CO

0115

Doz

ier S

treet

Sew

ers

J14

$1,1

19,1

60

$111

,916

$111

,916

$1,3

42,9

92

SM

DA

CO

0118

Long

view

Pum

p S

tatio

n R

enov

atio

n S

ewer

sJ1

4$1

00,0

00

$12,

000

$10,

000

$122

,000

SM

DA

CO

0119

Blo

omw

ood

Pum

p S

tatio

n R

enov

atio

n S

ewer

sJ1

4$1

00,0

00

$12,

000

$10,

000

$122

,000

SUB

-TO

TAL

$2,4

50,9

90$1

95,8

64$2

45,0

99$2

,891

,953

MA

RIN

A D

EL R

EY P

RO

JEC

TSFU

ND

CO

NTR

AC

T

(B

ID E

ST.)

DES

IGN

DIV

ISIO

NC

ON

STR

UC

TIO

N

DIV

ISIO

NTO

TAL

10M

arin

a de

l Rey

Man

hole

Lin

ing

GC

6$4

76,0

00

$47,

600

$47,

600

$571

,200

CO

NSO

LID

ATE

D S

EWER

MA

INTE

NA

NC

E D

ISTR

ICTS

CA

PITA

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PRO

VEM

ENT

PRO

JEC

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OR

FIS

CA

L YE

AR

200

8-20

09

MA

RIN

A D

EL R

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RO

JEC

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OR

FIS

CA

L YE

AR

200

8-20

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AC

O N

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AC

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JEC

TSFU

ND

CO

NTR

AC

T

(B

ID E

ST.)

DES

IGN

DIV

ISIO

NC

ON

STR

UC

TIO

N

DIV

ISIO

NTO

TAL

SM

DA

CO

0116

Hum

phre

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venu

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080

$31,

080

$372

,960

SM

DA

CO

0117

De

Gar

mo

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sJ1

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40

$90,

724

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724

$1,0

88,6

88

SM

DA

CO

099

77TH

Stre

et S

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sJ1

4$8

95,0

00$8

9,50

0$8

9,50

0$1

,074

,000

SE

WA

GE

PU

MP

STA

TIO

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VA

LUA

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4$5

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00,0

00

SUB

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$2,6

13,0

40$3

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CO

NSO

LID

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D S

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MA

INTE

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CA

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AR

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DIV

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SM

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01

23

Dri

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tio

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ba

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on

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4$

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4

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$

58

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4

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80

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2

SM

DA

CO

01

26

Se

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ab

ilita

tio

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roje

ct

No.

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4$

39

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36

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5

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2,5

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51

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SM

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01

28

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ab

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No.

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4$

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35

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01

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ry S

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er

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ing

Pro

ject

No.

1G

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$1

24

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1

$6

7,1

79

$

19

6,4

27

SM

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01

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ab

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tio

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ct

No.

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41

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5

54

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2

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0

SM

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01

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we

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ab

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tio

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ct

No.

5J1

4$

31

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24

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6

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6,3

20

$

43

4,1

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SM

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1,0

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00

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$2

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07

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$1

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0

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28

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ject

No.

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$1

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2

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SM

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34

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tatio

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No.

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c (

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, E

ast)

, T

em

ple

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nd

ora

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00

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37

Se

we

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ab

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8:

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tes,

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ch

o P

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s V

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on

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nin

c

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28

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DA

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01

38

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ab

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No.

9:

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me

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01

39

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DA

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01

27

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kn

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01

31

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p S

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01

35

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ave

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APPENDIX F

CONDITION ASSESSMENT WORK SCHEDULE

CCTV PROJECT SCHEDULE

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Agoura Hills

N 3 Y0TV0506F 29,4072005-2006

N 3 Y0TV0910A 157,2952009-2010

N 3 3_2 97,1322015-2016

TOTAL (FT) 283,834TOTAL (MILES) 54

* Approximate length as of July 2005, actual project length may vary.

Revised 5/24/2010 F1

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Artesia

C 4 Y0TV0708C 75,2342007-2008

C 4 Y0TV0809B 91,3232008-2009




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Baldwin Park

E 1 Y0TV0809A 291,7332008-2009

E 1 1_9 113,1762011-2012

E 1 1_6 141,8822014-2015




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Bell Gardens

C 1 Y0TV0809B 97,3342008-2009

C 1 Y0TV0910C 111,9442009-2010




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Bellflower*

C 4 Y0TV0809B-BFL 163,0032008-2009




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Bradbury

E 5 Y0TV0506D 4,8432005-2006

E 5 5_27 5,8552011-2012




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Calabasas

N 3 Y0TV0506F 34,1452005-2006

N 3 3_3 254,1552012-2013

N 3 3_2 82,5402015-2016




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Carson

S 2 Y0TV0809D 201,3182008-2009

S 2 Y0TV0910D 213,9482009-2010

S 2 2_5 290,5522013-2014

S 2 2_4 243,4112014-2015




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*CDC Development

C 1_10 6,3252010-2011




FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Commerce

C 1 Y0TV0809B 117,2702008-2009

C 1 1_18 54,6772010-2011

C 1 1_16 87,4262012-2013



Revised 5/24/2010 F10

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Cudahy

C 1 Y0TV0910B 74,5572009-2010



Revised 5/24/2010 F11

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Diamond Bar

E 4 Y0TV0910C 112,4322009-2010

E 4 1_18 107,3362010-2011

E 4 4_3 297,3312014-2015

E 4 4_4 312,6642015-2016



Revised 5/24/2010 F12

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Duarte

E 5 Y0TV0506D 27,7792005-2006

E 5 5_27 212,4942011-2012



Revised 5/24/2010 F13

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Glendora

E 5 Y0TV0506D 73,4052005-2006

E 5 Y0TV0708F 97,7042007-2008

E 5 Y0TV0809C 306,1492008-2009

E 5 1_18 167,1622010-2011

E 5 5_30 99,3692011-2012



Revised 5/24/2010 F14

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Hawaiian Gardens

C 4 Y0TV0708C 82,4982007-2008



Revised 5/24/2010 F15

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Hidden Hills

N 3 Y0TV0506F 7,2732005-2006

N 3 3_2 69,5952015-2016



Revised 5/24/2010 F16

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Industry

E 1 Y0TV0506E 26,5662005-2006

E 1 Y0TV0910C 81,8822009-2010

E 1 1_9 20,7572011-2012

E 1 1_2 5,5772012-2013

E 1 1_4 54,3482013-2014

E 1 4_6 3,5952013-2014

E 1 1_13 36,6292014-2015

E 1 4_3 3,0982014-2015

E 1 elocated to Project 1_ 21,2392014-2015

E 1 1_20 5,0982015-2016



Revised 5/24/2010 F17

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*La Canada - Flintridge

E 5 Y0TV0506D 9,2552005-2006

E 5 Y0TV0910C 81,4322009-2010

E 5 5_27 83,6592011-2012



Revised 5/24/2010 F18

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*La Habra Heights

E 4 1_1 11,3052010-2011



Revised 5/24/2010 F19

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*La Mirada

C 4 Y0TV0506A 163,5542005-2006

C 4 4_15 156,8392011-2012

C 4 4_9 304,8462013-2014



Revised 5/24/2010 F20

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*La Puente

E 1 Y0TV0506E 32,4392005-2006

E 1 1_9 54,3172011-2012

E 1 1_2 88,6512012-2013

E 1 1_4 147,3182013-2014



Revised 5/24/2010 F21

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Lakewood

C 4 Y0TV0708C 143,2872007-2008

C 4 Y0TV0809B 136,7622008-2009

C 4 1_10 306,7672010-2011

C 4 4_11 286,3892012-2013



Revised 5/24/2010 F22

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Lawndale

S 2 Y0TV0607A 176,7792006-2007



Revised 5/24/2010 F23

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Lomita

S 4 2_3 187,8882011-2012



Revised 5/24/2010 F24

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Malibu

N 3 Y0TV0506F 24,1232005-2006



Revised 5/24/2010 F25

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Palmdale**

N 5 Y0TV0708A 18,3302007-2008

N 5 Y0TV0708D 306,4862007-2008

N 5 Y0TV0809D 263,8422008-2009



Revised 5/24/2010 F26

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Palos Verdes Estates

S 4 Y0TV0607D 169,5502006-2007

S 4 Y0TV0809C 95,2842008-2009

S 4 Y0TV0809D 26,5072008-2009



Revised 5/24/2010 F27

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Paramount

C 4 Y0TV0809B 110,3872008-2009

C 4 4_14 214,9202012-2013



Revised 5/24/2010 F28

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Pico Rivera

C 1 Y0TV0607C 289,2642006-2007

C 1 Y0TV0910B 156,6142009-2010

C 1 1_10 126,1802010-2011



Revised 5/24/2010 F29

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Rancho Palos Verdes

S 4 Y0TV0506F 76,5912005-2006

S 4 Y0TV0607D 126,7352006-2007

S 4 Y0TV0809C 31,4102008-2009

S 4 Y0TV0910A 266,7122009-2010

S 4 2_3 100,7272011-2012

S 4 4_17 124,6672012-2013



Revised 5/24/2010 F30

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Rolling Hills

S 4 4_17 2,6922012-2013



Revised 5/24/2010 F31

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Rolling Hills Estates

S 4 Y0TV0809D 101,9992008-2009

S 4 Y0TV0910A 15,9682009-2010

S 4 2_3 10,7262011-2012

S 4 4_17 40,3642012-2013



Revised 5/24/2010 F32

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Rosemead

E 1 Y0TV0708E 358,9132007-2008

E 1 Y0TV0809A 56,4372008-2009



Revised 5/24/2010 F33

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*San Dimas

E 5 Y0TV0506D 55,1222005-2006

E 5 Y0TV0809C 13,2732008-2009

E 5 5_30 174,7122011-2012

E 5 5_29 269,5742015-2016



Revised 5/24/2010 F34

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Santa Clarita

N 5 Y0TV0910D 295,0722009-2010

N 5 5_3 186,9782012-2013

N 5 5_4 239,9612012-2013

N 5 5_6 240,7592013-2014

N 5 5_7 316,3002013-2014

N 5 5_8 303,8752013-2014

N 5 5_2 36,4932014-2015

N 5 5_5 271,4442014-2015

N 5 5_1 60,1862015-2016

TOTAL (FT) 1,951,068TOTAL (MILES) 370


Revised 5/24/2010 F35

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Santa Fe Springs

C 1 Y0TV0506A 6282005-2006

C 1 Y0TV0708B 46,7102007-2008

C 1 Y0TV0910B 126,7042009-2010

C 1 1_10 166,3682010-2011

C 1 4_21 86,7922014-2015



Revised 5/24/2010 F36

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*South El Monte

E 1 Y0TV0910B 192,6362009-2010



Revised 5/24/2010 F37

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Temple City

E 5 Y0TV0809A 176,2662008-2009

E 5 5_24 22,6052011-2012

E 5 5_25 208,9502011-2012



Revised 5/24/2010 F38

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated Central Yard

C Y0TV0506A 34,2702005-2006

C Y0TV0607C 9,4752006-2007

C Y0TV0708B 253,4852007-2008

C Y0TV0809B 5,1672008-2009

C Y0TV0910B 227,9562009-2010

C 1_18 288,2362010-2011

C 1_17 304,0712011-2012

C 4_15 149,9362011-2012

C 1_16 190,8552012-2013

C 4_11 16,2392012-2013

C 4_21 184,2742014-2015

C elocated to Project 1_ 61,3412014-2015



Revised 5/24/2010 F39

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated East Yard

E Y0TV0506D 49,0102005-2006

E Y0TV0506E 159,2622005-2006

E Y0TV0708E 2,3542007-2008

E Y0TV0708F 195,4372007-2008

E Y0TV0809A 213,9712008-2009

E Y0TV0809C 301,5132008-2009

E Y0TV0910B 1,6752009-2010

E Y0TV0910C 224,5632009-2010

E 1_1 515,3752010-2011

E 1_9 108,7592011-2012

E 5_24 280,0682011-2012

E 5_25 94,2952011-2012

E 5_27 38,2352011-2012

E 5_30 33,8162011-2012

E 1_2 212,8122012-2013

E 1_3 303,3072013-2014

E 1_4 109,2072013-2014

E 4_6 330,5412013-2014


Revised 5/24/2010 F40

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated East Yard

E 1_13 295,2332014-2015

E 1_6 141,2022014-2015

E 5_29 42,5262015-2016



Revised 5/24/2010 F41

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated North Yard

N 5 Y0TV0506F 17,9142005-2006

N 5 Y0TV0708D 1982007-2008

N 5 Y0TV0809D 40,7532008-2009

N 5 Y0TV0910A 12,8592009-2010

N 5 Y0TV0910D 36,7512009-2010

N 5 5_11 7,4952010-2011 **

N 5 3_3 104,3242012-2013

N 5 5_3 105,6982012-2013

N 5 5_4 88,4682012-2013

N 5 5_6 77,2662013-2014

N 5 5_8 7782013-2014

N 5 5_2 263,8822014-2015

N 5 5_21 5,3332014-2015 **

N 5 5_5 53,2302014-2015

N 5 3_2 59,2322015-2016

N 5 5_1 262,5102015-2016

N 5 5_10 190,4112015-2016 **

N 5 - 3,4499999-9999


Revised 5/24/2010 F42

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated North Yard



Revised 5/24/2010 F43

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Unincorporated South Yard

S Y0TV0506B 193,8832005-2006

S Y0TV0607A 123,5402006-2007

S Y0TV0708G 359,1102007-2008

S Y0TV0809D 116,8552008-2009

S Y0TV0910A 139,2452009-2010

S Y0TV0910D 300,7942009-2010

S 2_3 373,2572011-2012

S 2_7 307,1692012-2013

S 4_14 106,1892012-2013

S 4_17 3,7792012-2013

S 2_5 26,5802013-2014

S 2_4 69,2652014-2015



Revised 5/24/2010 F44

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Walnut

E 5 Y0TV0910C 176,0702009-2010

E 5 1_20 298,4482015-2016



Revised 5/24/2010 F45

FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*Westlake Village

N 3 Y0TV0506F 18,0792005-2006

N 3 Y0TV0910A 152,2782009-2010



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APPENDIX G

SANITARY SEWER OVERFLOW RESPONSE INSTRUCTION MANUAL

STANDARD OPERATING PROCEDURES

Service Request Response Procedures

The enclosed flow chart depicts an overview of the process taken when crews arenotified and actions to be taken. The actual steps in the procedures are described indetail below:

The Sewer Maintenance Districts provide 24-hour emergency services to investigatecomplaints from citizens. The 24-hour emergency telephone number is1-800-675-HELP (4357). Personnel are available each day of the year to receive andact on any calls or automated alarms related to problems in the sewer system includingoverflows. During business hours, emergency calls are received by the Department ofPublic Works' Operator. The Operator will dispatch the nearest Sewer Maintenancecrew to the problem site. For after-hour emergencies, the Operator will call the SewerMaintenance Superintendent or Supervisor in the order listed on the Emergency HomeTelephone list. The Superintendent or Supervisor who receives the emergency call willinvestigate the complaints and take appropriate action, including immediate dispatch ofa standby crew with necessary equipment to take care of the problem or refer the call toother agencies if the problem is found not to be in our jurisdiction.

Sanitary Sewer Overflow Procedures

The following information provides the order of operations for crew responseprocedures relating to Sanitary Sewer Overflows (SSO):

1. Verify that the facility is one that the Department of Public Works has theresponsibility to maintain. Notify the responsible maintenance agency if it is notour facility.

2. Assume that the overflow contains hazardous materials, particularly if it occurs inan industrial area. Crews shall stay upwind of any potential air contamination orfumes until it is determined to be safe to approach the origin of the SSO. Ifhazardous materials are suspected, our crews are to notify the Department ofPublic Works' Dispatch Unit so that a Hazmat investigation can be madeimmediately.

3. The crew responding to an overflow is required to set up containment, stop theoverflow, and ensure that the facility or area is cleaned up and returned to normaloperation. The crew shall also document the overflow with photographs of thepoint of overflow, property damage, traffic control, containment method, and pointof entry to storm drain system. At this time, crews identify the probable cause ofthe overflow (i.e. grease, roots, rocks, etc.) and then remedial actions are takento ensure the mainline is down and running normal. The complainant of theoverflow is informed of the cause of the problem and the remedial action taken.

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4. Estimate the amount and duration of the SSO.

5. Department of Public Works, Flood Maintenance Division, is notified of alloverflows that discharge into the storm drain system or flood control channel.Flood Maintenance Division's role is to assist in tracing and capturing as much ofthe spill before it reaches waters of the United States.

6. The County of Los Angeles Department of Public Health, California EmergencyManagement Agency, and Regional Water Quality Control Board are notified ofall SSO events.

7. Water Quality Monitoring Program

Department of Public Works, Environmental Programs Division (EPD) is notifiedby the Department’s Dispatch of all overflows 50,000 gallons or more that reachsurface waters to initiate water quality monitoring.

Pursuant to the State Water Resources Control Board Oder No.2013-058-EXEC,when an SSO is determined to be 50,000 gallons or more and reaches a surfacewater body, the responding Sewer Maintenance Districts’ crew shall, bytelephone, report the incident to the Department Dispatch, requesting that waterquality monitoring be initiated, in addition to the standard procedures for an SSO.(See Sections 2.3.4 and 2.3.5, and Appendix G of this document for standardprocedures.)

Upon receiving the call, Dispatch shall immediately notify EPD, requesting theirservices for water quality monitoring. Dispatch shall provide EPD of the SSOlocation, volume of the spill, surface water bodies affected, as well as the contactat Sewer Maintenance Division (SMD) handling this response.

EPD shall within 48 hours of being notified, dispatch its personnel to the site,collect the required water samples, and send the samples to authorizedlaboratory for analysis. EPD and the Laboratory conducting the sample analysisshall comply with the requirements stipulated in Section D. of the Order. Uponreceipt of the laboratory result, EPD shall transmit the results to SMD. SMD willreport the results as required to the State Water Resources Control Board andmaintain all records of the SSO event per Section E. of the Order.

8. All sanitary sewer overflows are reported to the County of Los AngelesDepartment of Public Health, Regional Water Quality Control Board, and theCalifornia Emergency Management Agency within time frames specified inSection 6.1.1 of the SSMP.

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9. Completion of an Overflow Summary Report after notification of the appropriateagencies (SSMP Section 6.1.2). At this time, preventive measures may be takento avoid the possibility of reoccurrences.

All field personnel are trained to be conversant with these procedures and to accuratelyreport SSO events.

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SSO Reporting Procedures Flow Chart

NO YES

DPW Radio Room receives SSOcalls from the Public or Telemetry

System Dispatch

After-hours

NO NO

Stop SSO and notify appropriateagency for Clean-up and

Reporting

Crew Leader calls theRadio Room

Is it SMDfacility?

Written Report to:- RWQCB (upon request)- SWRCB Web Page

Senior Civil Engineer

Sewer Maintenance Crew- Call Dept. Of Public Health- Call RWQCB- Call OES1

- Call FMD 2

- Call EPD 3

Crew Leader

- Stops SSO- Cleans up- Prepares report- Report to radio room (dispatch)

Crew Leader

YES

NearestSewer Maintenancecrew investigation

Crew Leader

YES

Superintendent or Supervisoron Emergency call list

Is it SMDfacility?

Standby crewinvestigates

Crew Leader

1 California Office of Emergency Services(OES) is notified when SSO greater than orequal to 1,000 gallons discharged to orpotentially will be discharged to surfacewater.

2 Flood Maintenance Division (FMD) is onlynotified when the SSO has entered a stormdrain.

3 Environmental Program Division (EPD) isonly notified when SSO of 50,000 gallons orgreater are spilled to surface water.

OVERFLOW SUMMARY REPORT INSTRUCTIONS The following instructions should be used as a guide for completing the Overflow Summary Report form. MMS W.O. NO. Leave blank. Work order number will be filled in by clerical support. ADDRESS Complete address, including street number; if street number is not known, use name of street and distance from nearest cross street. For example, Fremont Ave. 600’ E/O Valley Blvd. NOT 600’ E/O manhole #380. NEAREST INTERSECTION Nearest cross street. MAP NO. Consolidated Sewer Map Sheet Number. CITY/COUNTY Name of City or County area. If you are not sure leave blank. TYPE OF INCIDENT Specify the type of event (Manhole Overflow, Pump Station Failure, or Other). CREW LEADER/ELECTRO-MECHANIC RESPONDING Crew Leader name and crew number. TIME DISPATCH NOTIFIED Time the initial request for service was received by DPW Dispatcher. TIME CREW NOTIFIED Time when crew was notified by DPW Dispatcher or Supervisor. TIME OF ARRIVAL Time when crew arrived at job site. CALL BACK TELEPHONE NO. Responding party shall provide their yard’s telephone number. TIME STOPPAGE RELIEVED Time when problem was finally resolved. TIME OF DEPARTURE Time when crew left job site and notified DPW Dispatcher by radio or telephone.

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DPW DISPATCHER NOTIFIED Specify if DPW Dispatcher was notified of results. HEALTH DEPARTMENT NOTIFIED Notify Health Department within 2 hours of crew notification of all overflows. O.E.S. NOTIFIED? Notify the State Office of Emergency Services upon completion of the event. RWQCB NOTIFIED? Notify the Regional Water Quality Control Board within one business day of the event. F.M.D. NOTIFIED? Notify Flood Maintenance Division, through dispatch, immediately upon verification of entry into the storm drain system or flood control channel.

DESCRIPTION OF INCIDENT OVERFLOWING EXIT POINT Specify SSO exit points such as Manhole No., Clean-out, Flood-out, Pump force main, or other. ESTIMATED VOLUME RECOVERED Number of gallons that was recovered and returned to the sewer system. ESTIMATED VOLUME Number of gallons of overflow. Use the visual method to estimate the volume. ESTIMATED DURATION Indicate time interval between time Dispatch received the call and time stoppage was relieved. WHERE DID FLOW GO Indicate where the effluent flowed: “street gutter”, “open channel”, “storm drain N/E C/O Valley Blvd.,” or if it was contained and returned, “to M/H #380,” etc. ACTION TAKEN Describe in detail the type of work that was done to respond to the emergency. Specify the containment, recovery, and clean-up process. What was done to contain the overflow? If it could not be contained, what exactly happened during the recovery process? What steps were taken to clean up the remaining sewer water and/or debris? SUSPECTED CAUSE Specify the suspected cause of the overflow.

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IS THIS A REPEATED INCIDENT Consider any similar events within the past 5 years and use that data to specify if the overflow was a repeat incident. RECOMMENDED MEASURES TO PREVENT REOCCURRENCE Describe the corrective action measures to be taken to prevent repeat overflows. Provide the mainline location and manholes to be added to a sewer periodic cleaning schedule. If there is no action to be taken, please provide a detailed explanation for justification purposes. CORRECTIVE ACTION PM NO. Leave blank. Corrective PM No. will be added, by clerical support, once a cleaning periodic schedule has been created or modified. NAME Supervision staff for the responsible party shall sign here to acknowledge their agreement. DATE Date signed by supervision staff. JA:sb OVERFLOWSUMMARYREPORTINST

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LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKSSEWER MAINTENANCE DIVISION

(626) 300-3308Notification of Sanitary Sewer Overflow

NOTIFICATION (to be completed by Crew Leader or Electro-Mechanic responding)

DATE: MMS No.

LOCATION: AddressNearest Intersection

Map No. City/County

Residential Commercial Industrial

TYPE OF INCIDENT:

Manhole Overflow Pump Station Failure Other

CREW LEADER/ELECTRO-MECHANIC RESPONDING(Name) (Crew No.)

Time crew notified

Time of arrival Call back Tel. No. ( )Time stoppage relievedTime of departure DPW dispatcher notified? Yes No

AGENCY NOTIFICATION LIST

CONTACT WITHIN 15 MINUTES of verification of overflow Operator Number

Department of Public Health (DPH)Daytime: (626) 430-5420Weekend/After Hours: (213) 974-1234

Initial Follow-up

Date Date

Time Time

CONTACT WITHIN 2 HOURS Control Number

California Office of Emergency Services (OES)(800) 852-7550Discharge of sewage spills reaching or which likely makeits way into, any state waters is 1000 gallons or more.

Date Date

Time Time

Los Angeles Regional Water QualityControl Board (RWQCB)Daytime: (213) 576-6657Weekend/After Hours: (213) 305-2284Fax: (213) 620-6140

Date Date

Time Time

Flood Maintenance Division (FMD)(Notify through Dispatch)

Call Dispatch to request assistance from FMD(626) 458-4357

Date

Time

Environmental Programs Division (EPD)(Notify through Dispatch)

Call Dispatch to request assistance from EPD if SSO is50,000 gallons or more that reached surface water.

Date

Time

I certify that the OES, Los Angeles County of Public Health, and RWQCB have been notified as shown above, inaccordance with State Water Board Order No. WQ 2013-0058-EXEC

Certified by:

Signed by Supervisor, Crew Leader, Electro-Mechanic, or Treatment Plant Operator Responding Date

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LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKSSEWER MAINTENANCE DIVISION

SUMMARY REPORT OF MAINLINE SEWER AND PUMP STATION OVERFLOWS

PART 2 - DESCRIPTION OF INCIDENT (to be completed by Crew Leader or Electro-Mechanic responding)

PART 3 - RECOMMENDATION (to be completed by Supervisor or Electro-Mechanic Working Supv.)

ADDITIONAL COMMENTS

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Photos Attached? Yes No Backflow Notice Attached? Yes No

Time dispatch received complaint: Date:

Mapsheet No. Where did failure occur?Main Line

Spill appearance point(s)If manhole(s) provide No(s)

Est. Duration:

Force Main

Pump StationHouse Lateral

Other (Specify)

Total estimated spill volume? How much recovered

Out of the total estimated spill volume how much reached into……Storm Drain How much recovered

Land How much recovered

Drainage channel that flows to a surface water body How much recovered

Discharge directly to surface water body How much recovered

Explanation of volume estimatedmethods used:

Where did flow go?

Action taken:

Overflowing from into

Suspected Cause:

Health warningposted?

Yes No

Did the spill result in a beachclosure?

Yes No

If YES, name of impacted beach(es).

NAME DATE

Is this a repeated Incident? Yes No MMS No.Recommended measures to prevent reoccurrence:

Corrective Action PM No.

NAME DATE

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APPENDIX H

SEWER MAINTENANCE PRODUCTIVITY REPORT

SEWER MAINTENANCE PRODUCTIVITY REPORTCOLLECTION SYSTEM - DIVISION LEVEL

FIELD WORK COMPLETED: January 1, 2007 to December 31, 2007Unincorporated Los Angeles County

Total pipe length as of December 31, 2007 — 8,865,143 feet

Total manholes as of December 31, 2007 - 37,339 manholes

PREVENTIVE MAINTENANCE ACTIVITIES

Sewer Pipe• Hydro cleaned 712,014 feet of pipe.• Mechanically rodded 678,319 feet of pipe.

Manholes• Inspected 54,807 manholes.• Adjusted 240 manholes.

SERVICE REQUESTS

Responded to:• 26 stoppages• 72 overflows• 2 floodouts• 24 roach complaints• 40 misc• 98 others• 274 false alarms• A total of 536 service requests were responded to.

TELEVISING (Includes CCTV for Condition Assessment )

A total 581,937 feet were televised.

ROOT CONTROL

2,900 feet of sewer pipe were treated for roots.

CONSTRUCTION

31 saddle installed.

r\ t ~~ I r1 r1 T A T 1 /\ \~ f'1

Total numbers of pump station — 95

7,298 pump station inspections.

548 major equipment repairs/overhauls.

326 total call-outs for alarms and service requests.

ANNEXATIONS

15 parcels annexed to the district.

MARINA SEWER MAINTENANCE DISTRICTr

0 sewer projects, reconstructed/rehabilitated.

-~ H1


FIELD WORK COMPLETED: January 1, 2007 to December 31, 2007Marina Sewer Maintenance District

Total pipe length as of December 31, 2007 — 60,041 feet

Total manholes as of December 31, 2007 - 207 manholes


Sewer Pipe• Hydro cleaned 23,448 feet of pipe.• Mechanically rodded 1,412 feet of pipe.

Manholes• Inspected 414 manholes.• Adjusted 1 manholes.

SERVICE REQUESTS

Responded to:• 0 stoppages• 2 overflows• 0 floodouts• 0 roach complaints• 0 misc• 13 others• 4 false alarms• A total of 19 service requests were responded to.

A total 0 feet were televised.

ROOT CONTROL

0 feet of sewer pipe were treated for roots.

CONSTRUCTION

1 saddle installed.

P'~~ ~~ ■P'~ ~1T A T1/\\ It1


104 pump station inspections.



ANNEXATIONS


MARINA SEWER MAINTENANCE DISTRICT


-2- H 2


FIELD WORK COMPLETED: January 1, 2007 to December 31, 2007Sewer Maintenance Districts- Total


Total manholes as of December 31, 2007 - 117,158 manholes


Sewer Pipe• Hydro cleaned 5,158,564 feet of pipe.• Mechanically rodded 3,320,552 feet of pipe.


SERVICE REQUESTS

Responded to:• 83 stoppages• 226 overflows• 7 floodouts• 66 roach complaints• 127 misc• 759 others• 699 false alarms• A total of 2,007 service requests were responded to.

TELEVISING (Includes CCTV for Condition Assessment )

A total 1,800,423 feet were televised.

ROOT CONTROL

9,761 feet of sewer pipe were treated for roots.

CONSTRUCTION

158 saddle installed.

PUMP STATIONS





ANNEXATIONS


MARINA SEWER MAINTENANCE DISTRICT


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SEWER M~4INTENANCE PRODUCT[VlT1( REPORTCOLLECTION SYSTEM - DIVISION LEVEL

FIELD WORK COMPLETED: January ~, 2008 to December 31, 2008Unincorporated Areas


Total manholes as of December 31, 2008 — 37,666 manholes

PREVE(VTIVE MAIf~TENANCE ACTIVITIES

Sewer Pipe• Hydro cleaned 1,122,751 feet of pipe.• Mechanically rodded 977,442 feet of pipe.


SERVICE REQUESTS

Responded to:• 26 stoppages• 42 overflows• 11 floodouts• 13 roach complaints• 37 misc.• ~ 36 others~ 289 false alarms• A total of 539 service requests ~nrere responded to.

A total of 580,776 feet v~ere televised.

15,285 feet of sewer pipe wire fireated for roots.

43 saddles installed.

PUMP STATIONS

Total numbers of pump stations — 89




2~ parcels annexed to the district.

ACCUMULATIVE CAPITAL OUTLAY PROJECTS

4 sewer projects, reconstructedlrehabilitated.

H4

SEWER MAIN1"ENANGE PRODUCTIVITY REPORTGOLLECT[~N S~(STElV1 ~ D(VfS[ON LEVEL

FIELD WORK COMPLETED: January 1, 2008 to December 31, 2008City of Marina del Rey

Total pipe length as of December 3~1, 2008 — 60,041 feet

Total manholes as of December 31, 2008 — 207 manholes


Sever Pipe• Hydro cleaned 34,258 feet of pipe.• Mechanically rodded 400 feet of pipe.

Manholes• Inspected 414 manholes.s Adjusted 6 manholes.

SERVICE REQUESTS

Responded to:~ 0 stoppages• 0 overflovrs• 0 floodouts• 0 poach complaints~ 0 misc~ 13 otherss 3 false alarms• A total of 16 service request was responded to.

A Total of 0 feet mere televised.

0 feet of serer pipe ~~~ere treated for roots.

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0 saddles installed.

PUfUIP STATIONS

Total numbers of pump stations — 1





ACCUNiULATiVE CAPITAL OUTLAY PROJECTS


H5

c

SEWER MAINTENANCE PRQDUCTIVITY REP~R`TCOLLECTION SYSTEM - DIVISION LEVEL

FIELD WORK COMPLETED: January 1, 2008 to December 31, 2008Sewer Maintenance Districts -Total


Total manholes as of December 31, 2008 — ~ 10,829 manholes

PREVENTIVE MAINTENANCE ACT1V1TlES

Serer Pipe• Hydro cleaned 5,181,384 feet of pipe.• Mechanically rodded 4,417,035 feet of pipe.

Manholes• Inspected 196,392 manholes.s Adjusted 1,004 manholes.

SERVICE REQUESTS

Responded to:• T8 stoppagess 149 overflows (not including private laterals)• 26 floodouts• 48 roach complaints• 13~ misc.• 687 others~ 677 false alarms• A total of 2,007 service requests were responded to.

TELEVISING (Includes CCTV for .Condition Assessment)

A total of 52,105 feet were televised.

144,736 ~ feet of sewer pipe were treated for roots.

9~ saddles installed.

PUMP STATIONS

Total numbers of pump stations —153






4 sever projects, reconstructed/rehabilitated.

H6

SEWER MAINTENANCE PRODUCTIVITY REPORT COLLECTION SYSTEM - DIVISION LEVEL

FIELD WORK COMPLETED: January 1, 2009 to December 31, 2009 Unincorporated Areas

Total pipe length as of December 31, 2009 – 9,054,434 feet Total manholes as of December 31, 2009 – 38,253 manholes

PREVENTIVE MAINTENANCE ACTIVITIES Sewer Pipe

Hydro cleaned 1,624,849 feet of pipe. Mechanically rodded 1,186,646 feet of pipe.

Manholes

Inspected 25,744 manholes. Adjusted 164 manholes.

SERVICE REQUESTS Responded to:

15 stoppages 19 overflows 4 floodouts 13 roach complaints 37 misc. 79 others 203 false alarms A total of 370 service requests were responded to.

TELEVISING A total of 869,424 feet were televised. ROOT CONTROL 18,683 feet of sewer pipe were treated for roots. CONSTRUCTION 23 saddles installed. PUMP STATIONS Total numbers of pump stations – 89 6841 pump station inspections. 370 major equipment repairs/overhauls. 224 total call-outs for alarms and service requests. ANNEXATIONS 20 parcels annexed to the district. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 3 sewer projects, reconstructed/rehabilitated.

H7


FIELD WORK COMPLETED: January 1, 2009 to December 31, 2009 City of Marina del Rey

Total pipe length as of December 31, 2009 – 60,041 feet Total manholes as of December 31, 2009 – 207 manholes


Hydro cleaned 122,543 feet of pipe. Mechanically rodded 3,798 feet of pipe.

Manholes

Inspected 286 manholes. Adjusted 1 manholes.


0 stoppages 2 overflows 0 floodouts 0 roach complaints 4 misc 4 others 6 false alarms A total of 16 service request was responded to.

TELEVISING A total of 773 feet were televised. ROOT CONTROL 0 feet of sewer pipe were treated for roots. CONSTRUCTION 0 saddles installed. PUMP STATIONS Total numbers of pump stations – 1 92 pump station inspections. 10 major equipment repairs/overhauls. 5 total call-outs for alarms and service requests. ANNEXATIONS 0 parcels annexed to the district. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 0 sewer projects, reconstructed/rehabilitated.

H8


FIELD WORK COMPLETED: January 1, 2009 to December 31, 2009 Sewer Maintenance Districts - Total



Hydro cleaned 4,915,300 feet of pipe. Mechanically rodded 7,580,737 feet of pipe.

Manholes

Inspected 172,127 manholes. Adjusted 630 manholes.


38 stoppages 71 overflows (Private SSOs 15) 11 floodouts 47 roach complaints 118 misc. 241 others 583 false alarms A total of 1,124 service requests were responded to.

TELEVISING (Includes CCTV for Condition Assessment) A total of 2,483,197 feet were televised. ROOT CONTROL 141,950 feet of sewer pipe were treated for roots. CONSTRUCTION 55 saddles installed. PUMP STATIONS Total numbers of pump stations – 153 11,795 pump station inspections. 638 major equipment repairs/overhauls. 387 total call-outs for alarms and service requests. ANNEXATIONS 71 parcels annexed to the district. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 6 sewer projects, reconstructed/rehabilitated.

H9


FIELD WORK COMPLETED: January 1, 2010 to December 31, 2010 Consolidated Sewer Maintenance District



Hydro cleaned 4,429,377 feet of pipe. o Periodic Cleaning 2,047,347 feet.

Mechanically rodded 3,867,934 feet of pipe. o Period Cleaning 2,515,438 feet.

Manholes Inspected 140,603 manholes. Adjusted 1,007 manholes.


2 stoppages 28 overflows 0 floodouts 6,435 roach complaints 5 misc 380 others 442 false alarm 990 service requests

TELEVISING 105,973 feet were televised. ROOT CONTROL 69,081 feet of sewer pipe were treated for roots. CONSTRUCTION 32 saddles installed. PUMP STATIONS Total number of pump stations – 155 14,822 Total Routine Maintenance/Repair 271 Total Major Repairs 380 Total Emergency Response. ANNEXATIONS 39 parcel annexed to the District. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 1 sewer project reconstructed/rehabilitated (Lined 5,426 feet of sewers)

H10


FIELD WORK COMPLETED: January 1, 2010 to December 31, 2010 Marina Sewer Maintenance District



Hydro cleaned 142,869 feet of pipe. o Periodic Cleaning 121,923 feet.

Mechanically rodded 4,550 feet of pipe. o Period Cleaning 3,850 feet.

Manholes Inspected 346 manholes. Adjusted 0 manholes.


0 stoppages 2 overflows 0 floodouts 0 roach complaints 0 misc 2 others 4 false alarm 8 service requests

TELEVISING 0 feet were televised. ROOT CONTROL 0 feet of sewer pipe were treated for roots. CONSTRUCTION 2 saddles installed. PUMP STATIONS Total number of pump stations – 1 121 Total Routine Maintenance/Repair 13 Total Major Repairs 5 Total Emergency Response. ANNEXATIONS 0 parcel annexed to the District. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 0 sewer project reconstructed/rehabilitated (Lined feet of sewers)

H11






Mechanically rodded 4,135,233 feet of pipe. o Period Cleaning 2,904,910 feet.

Manholes Inspected 140,599 manholes. Adjusted 896 manholes.


2 stoppages 28 overflows 0 floodouts 9,159 roach complaints 5 misc 380 others 442 false alarm 830 service requests

TELEVISING 162,521 feet were televised. ROOT CONTROL 166,995 feet of sewer pipe were treated for roots. CONSTRUCTION 17 saddles installed. PUMP STATIONS Total number of pump stations – 155 14,613 Total Routine Maintenance/Repair 299 Total Major Repairs 322 Total Emergency Response. ANNEXATIONS 90 parcel annexed to the District. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 3 sewer project reconstructed/rehabilitated (Lined feet of sewers)

H12







Manholes Inspected 395 manholes. Adjusted 0 manholes.




H13






Mechanically rodded 3,616,970 feet of pipe. o Period Cleaning 2,688,970feet.

Manholes Inspected 209,470 manholes. Adjusted 1,572 manholes.


38 stoppages 16 overflows 2 floodouts 7,281 roach complaints 110 misc 501 others 529 false alarm 1,151 service requests

TELEVISING 3,277,130 feet were televised. ROOT CONTROL 105,248 feet of sewer pipe were treated for roots. CONSTRUCTION 53 saddles installed. PUMP STATIONS Total number of pump stations – 153 14,480 Total Routine Maintenance/Repair 408 Total Major Repairs 276 Total Emergency Response. ANNEXATIONS 97 parcel annexed to the District. ACCUMULATIVE CAPITAL OUTLAY PROJECTS 6 sewer project reconstructed/rehabilitated (Lined feet of sewers)

H14







Manholes Inspected 1,205 manholes. Adjusted 0 manholes.




H15


FIELD WORK COMPLETED: January 1, 2013 to December 31, 2013Consolidated Sewer Maintenance District

Total Pipe Length (feet) as of December 31, 2013: 24,239,973

Total Manholes as of December 31, 2013: 103,903


Sewer Pipe

Hydro Cleaned (feet): 3,815,048

o Periodic Cleaning (feet): 2,107,216

Mechanically Rodded (feet): 3,471,368


Manholes

Inspected: 207,806

Adjusted: 559

SERVICE REQUESTS

Responded to:

Service Requests Responded to: 1,194

False Alarms: 619

Stoppages: 32

Overflows: 76

Floodouts: 11 Roach Complaints: 83

Misc.: 137

Others: 239

TELEVISING

Feet Televised: 1,813,694

ROOT CONTROL

Sewer Pipe Treated for Roots (feet): 198,731

CONSTRUCTION

Saddle Installation(s): 17

PUMP STATIONS

Total Number of Pump Stations: 157

Total Routine Maintenance/Repair: 14,664

Total Major Repairs: 522

Total Emergency Response: 216

ANNEXATIONS

Parcel(s) Annexed to the District: 20


Sewer Projects Reconstructed/Rehabilitated: 18

H16



Total Pipe Length (feet) as of December 31, 2013: 60,041

Total Manholes as of December 31, 2013: 208


Sewer Pipe

Hydro Cleaned (feet): 109,898

o Periodic Cleaning (feet): 92,951

Mechanically Rodded (feet): 4,460


Manholes

Inspected: 416

Adjusted: 0

SERVICE REQUESTS

Responded to:

Service Requests Responded to: 9

False Alarms: 2

Stoppages: 1

Overflows: 0 Floodouts: 0

Roach Complaints: 0

Misc.: 1

Others: 3

TELEVISING

Feet Televised: 1,607

ROOT CONTROL

Sewer Pipe Treated for Roots (feet): 0

CONSTRUCTION


PUMP STATIONS


Total Routine Maintenance/Repair: 143



ANNEXATIONS




H17


FIELD WORK COMPLETED: January 1, 2014 to December 31, 2014Consolidated Sewer Maintenance District

Total Pipe Length (feet) as of December 31, 2014: 23,656,762

Total Manholes as of December 31, 2014: 101,797


Sewer Pipe

Hydro Cleaned (feet): 4,276,569


Mechanically Rodded (feet): 2,729,727


Manholes

Inspected: 203,594

Adjusted: 1,126

SERVICE REQUESTS

Responded to:

Service Requests Responded to: 1,087

False Alarms: 491

Stoppages: 33

Overflows: 74 Floodouts: 17 Roach Complaints: 101

Misc.: 119

Others: 256

TELEVISING

Feet Televised: 3,387,989

ROOT CONTROL

Sewer Pipe Treated for Roots (feet): 5,293,574

CONSTRUCTION


PUMP STATIONS


Total Routine Maintenance/Repair: 12,657



ANNEXATIONS




H18



Total Pipe Length (feet) as of December 31, 2014: 60,041

Total Manholes as of December 31, 2014: 208


Sewer Pipe

Hydro Cleaned (feet): 125,160


Mechanically Rodded (feet): 4,155


Manholes

Inspected: 416

Adjusted: 0

SERVICE REQUESTS

Responded to:

Service Requests Responded to: 10

False Alarms: 2

Stoppages: 0

Overflows: 1

Floodouts: 0

Roach Complaints: 0

Misc.: 0

Others: 6

TELEVISING

Feet Televised: 995

ROOT CONTROL

Sewer Pipe Treated for Roots (feet): 0

CONSTRUCTION


PUMP STATIONS


Total Routine Maintenance/Repair: 108



ANNEXATIONS




H19

APPENDIX I

PERFORMANCE MEASURE INDICATORS

GT 04/15/10

SEWER MAINTENANCE DISTRICTS SEWER MAINTENANCE DIVISION

PERFORMANCE MEASURES Overflow Prevention/Collection System Maintenance

Performance Indicator 2007 2008 2009 Actual Actual Actual Input Total number of Sewer Maintenance gravity sewer field personnel (1) Total number of pumping plant field personnel (1) Total number of scheduled manhole inspection Total number of inspection crews

120 28 234,316 12

125 28 221,658 12

125 28 208,498 13

Workload/Output Total number of SSO responded to in 12-month period (2)

Total miles of sewer line maintained Total number of pump stations maintained Total number of manhole inspections completed Total SSO> 1,000 gallons responded to Total FOG related SSOs responded to Total root related SSOs responded to Total SSOs due to other causes (debris, vandalism, etc) Total number of capacity related SSOs Total number of SSOs due to pump station malfunction Number of SSOs responded to within 2-hours or less Total number of stoppages not resulting in SSOs

238 5,247 155 202,213 13 66 123 49 0 6 211 91

156 4,962 153 202,354 10 30 70 56 0 6 140 89

97 4,632 153 173,244 6 26 50 21 0 4 89 38

Efficiency Number of SSOs that reached waters of the United States Number of pump stations per electro-mechanic crew Miles of sewer per gravity sewer maintenance personnel Average response time per SSO Average number of SSOs per pump station Number of inspections per inspection crew

141 11 43.7 1.2 hours .038 16,851

91 11 39.7 1.8 hours .039 16,863

47 11 37 1.9 hours .026 13,326

Effectiveness/Outcome Percentage of SSOs> 1,000 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 SSOs with response time 2-hours or less Percentage of scheduled Manhole inspection completed

5.5% 27.7% 51.7% 20.6% 59.2% 88.7% 86.3%

6.4% 19.2% 44.9% 35.9% 53.3% 89.7% 91.3%

6.2% 26.8% 51.5% 21.6% 48.5% 97.8% 83.1%

Explanatory Notes (1) Note: Number of field personnel excluding clerical staff. (2) Note: Including SSOs from house laterals not related to mainline sewer problems (2007/12, 2008/7,

2009/15) or SSOs at Treatment Plants.

I1Revised 6/10/2010

GT 11/10/11

SEWER MAINTENANCE DISTRICTS SEWER MAINTENANCE DIVISION

PERFORMANCE MEASURES Overflow Prevention/Collection System Maintenance

Performance Indicator 2008 2009 2010 Actual Actual Actual Input Total number of Sewer Maintenance gravity sewer field personnel (1) Total number of pumping plant field personnel (1) Total number of scheduled manhole inspection Total number of inspection crews

125 28 221,658 12

125 28 208,498 13

122 28 207,174 17

Workload/Output Total number of SSO responded to in 12-month period (2)

Total SMD related overflows Total miles of sewer line maintained Total number of pump stations maintained Total number of manhole inspections completed Total SSO> 1,000 gallons responded to Total FOG related SSOs responded to Total root related SSOs responded to Total SSOs due to other causes (debris, vandalism, etc) Total number of capacity related SSOs Total number of SSOs due to pump station malfunction Number of SSOs responded to within 2-hours or less Total number of stoppages not resulting in SSOs

156 149 4,962 153 202,514 10 30 70 56 0 6 140 89

97 82 4,632 153 200,669 6 26 50 21 0 4 89 38

100 95 4,587 155 185,087 11 22 37 41 0 4 93 54

Efficiency Number of SSOs that reached waters of the United States Number of pump stations per electro-mechanic crew Miles of sewer per gravity sewer maintenance personnel Average response time per SSO Average number of SSOs per pump station Number of inspections per inspection crew Total number of SSOs per 100 miles of sewer

91 11 39.7 1.8 hours .039 16,876 3.0

47 11 37 1.9 hours .026 15,436 1.8

57 11 37.6 1.3 hours .026 10,887 2.1

Effectiveness/Outcome Percentage of SSOs> 1,000 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 SSOs with response time 2-hours or less Percentage of scheduled Manhole inspection completed

6.4% 19.2% 44.9% 35.9% 53.3% 89.7% 91.4%

6.2% 26.8% 51.5% 21.6% 48.5% 97.8% 96.2%

11% 22% 37% 41% 57% 93% 89.3%

Explanatory Notes (1) Note: Number of field personnel excluding clerical staff. (2) Note: Including SSOs from house laterals not related to mainline sewer problems (2008/7, 2009/15,

2010/5) or SSOs at Treatment Plants.

I2Revised 11/10/2011

2010 2011 2012 2013 2014

1 Total number of pump stations condition assessment scheduled 10.00 10.00 10.00 N/A N/A

2 Total miles of scheduled CCTV 582.15 380.73 386.57 269.01 663.07

3 Total miles of scheduled periodic cleaning 333.59 343.99 350.06 356.23 362.44

4 Total miles of scheduled cleaning (period & contract CCTV) 915.74 724.72 736.63 625.24 1,025.51

5 Total number of pump stations scheduled inspection 16,120 16,120 16,120 16,432 16,432

6 Total number of scheduled manhole inspection 207,076 207,612 207,642 208,222 204,010

7 Total number of SSO responded to in 12-month period * 95 60 88 85 93

8 Total volume of SSO 39,569 31,770 68,776 152,409 175,177

9 Total SSO response time 101.38 63.06 103.37 114.52 101.05

10 Total miles of sewer line maintained 4,587 4,593 4,577 4,585 4,590

11 Total miles of scheduled periodic completed 1,049.49 1,153.78 913.00 932.49 771.07

12 Total number of pump stations maintained 155 155 155 158 158

13 Total number of pump stations inspection completed 14,943 14,731 15,028 14,807 12,765

14 Total number of manhole inspections completed 191,808 208,192 210,675 208,222 204,010

15 Total SSO> 1,000 gallons responded to 5 7 10 17 20

16 Total FOG related SSOs responded to 30 17 14 19 8

17 Total root related SSOs responded to 45 29 42 37 47

18 Total SSOs due to other causes (debris, vandalism, etc) 22 18 32 31 37

19 Total number of capacity related SSOs 0 0 0 0 0

20 Total number of SSOs due to pump station malfunction 3 1 0 0 0

21 Number of SSOs responded to within 2-hours or less 86 48 66 77 85

22 Total miles of scheduled CCTV completed 582.15 380.73 620.82 343.81 641.85

23 Total miles of scheduled cleaning completed 1,631.64 1,534.51 1,533.82 1,276.30 1,412.92

24 Total miles of CCTV completed (including contract CCTV) 597.99 405.22 327.00 336.00 641.00

25 Number of pump stations condition assessment completed 10 10 N/A N/A N/A

26 Total miles of sewer line cleaned (all including contract CCTV) 2,551.87 2,365.18 2,682.93 1,745.47 1,993.29

27 Total numbers of service request responded to 548 480 1,156 1,203 1,097

28 Number of SSOs per 100 miles of sewer lines 2.10 1.30 1.92 1.85 2.03

29 Volume of SSO captured 9,631 9,275 26,946 35,060 62,586

30 Number of SSOs that reached waters of the United States 57 34 51 51 51

31 Average response time per SSO 1.07 1.05 1.17 1.35 1.09

32 Average number of SSOs per pump station 0.02 0.01 0.00 0.00 0.00

33 Percentage of SSOs> 1,000 gallons 5.26% 11.67% 11.36% 20.00% 21.51%

34 Percentage of SSO captured 24.34% 29.19% 39.18% 23.00% 35.73%

35 Percentage of SSOs due to FOG 31.58% 28.33% 15.91% 22.35% 8.60%

36 Percentage of SSOs due to roots 47.37% 48.33% 47.73% 43.53% 50.54%

37 Percentage of SSOs due to other causes 21.05% 23.33% 36.36% 34.12% 40.86%

38 Percentage of SSOs that reached waters of the United States 60.00% 56.67% 57.95% 60.00% 54.84%

39 Percentage of SSOs with response time 2-hours or less 90.53% 80.00% 75.00% 90.59% 91.40%

40 Percentage of manhole inspection completed 92.63% 100.28% 101.46% 100.00% 100.00%

41 Percentage of scheduled CCTV completed 100.00% 100.00% 160.60% 127.80% 96.80%

42 Percentage of pump stations condition assessment completed 100.00% 100.00% N/A N/A N/A

43 Percentage of pump stations inspection completed 92.70% 91.38% 93.23% 90.11% 77.68%

44 Percentage of schedule cleaning completed ** 178.18% 211.74% 208.22% 204.13% 137.78%

45 SSOs from house laterals not related to mainline sewer problems 5 30 22 21 11

* Not including SSOs from house laterals

**All scheduled periodics were completed. the higher than 100% completion rate recorded could be attributed to the different sewer segment length determination

methods used by field staff and the office Engineers (GIS).

Workload/Output

Efficiency

Effectiveness/Outcome

PERFORMANCE MEASURESOverflow Prevention/Collection System Maintenance

Performance IndicatorInput

CSMD and Marina

I3

APPENDIX J

SANITARY SEWER OVERFLOW DATA

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Page 1

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age

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00.

00

Uni

ncor

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V T

apia

30.2

71

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Uni

ncor

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o./C

SD

1421

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35

23

13

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201.

41

Uni

ncor

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194.

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14

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54

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ncor

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D41

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Not

e: *

Exc

lude

s pr

ivat

e la

tera

l SS

Os

Last

upd

ated

04/

11/2

013

Page 2

of

2

J12

San

itary

Sew

er

Overf

low

Rep

ort

Bre

akd

ow

nb

yC

itya

nd

Mo

nth

20

13

CIT

YM

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ewer

JAN

FE

BM

AR

AP

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mon

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00

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00

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taF

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22

2.39

Page

15

of

19

J13

San

itary

Sew

er

Overf

low

Rep

ort

Bre

akd

ow

nb

yC

itya

nd

Mo

nth

20

13

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YM

iles

ofS

ewer

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FE

BM

AR

AP

RM

AY

JUN

JUL

AU

GS

EP

OC

TN

OV

DE

C(A

llS

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TO

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L

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D

SS

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ota

lS

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thE

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00

00

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11

2.74

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ple

City

77.2

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00

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age

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40

00

00

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13

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ncor

p./L

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apia

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ncor

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o./C

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1416

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25

10

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1.34

Uni

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W./C

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153.

250

00

00

00

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00

01

10.

65

Uni

ncor

p.N

./CS

D38

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00

10

00

00

00

00

11

2.58

Lake

Hug

hes

4.81

00

00

00

00

00

00

00

0.00

Mar

ina/

Ane

ta11

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00

00

00

01

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ncas

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1.85

Not

e:*

Exc

lude

spr

ivat

ela

tera

lSS

Os

Last

upda

ted

02/0

4/20

14

Page

16

of

19

J14

San

itary

Sew

er

Overf

low

Rep

ort

Bre

akd

ow

nb

yC

itya

nd

Mo

nth

20

14

CIT

YM

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ofS

ewer

JAN

FE

BM

AR

AP

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AY

JUN

JUL

AU

GS

EP

OC

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DE

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llS

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TO

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L

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SS

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Ago

ura

Hill

s54

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00

00

10

00

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11

1.85

Art

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00

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33

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00

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1.68

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te36

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00

00

00

00

00

00

00

0.00

Page

16

of

17

J15

San

itary

Sew

er

Overf

low

Rep

ort

Bre

akd

ow

nb

yC

itya

nd

Mo

nth

20

14

CIT

YM

iles

ofS

ewer

JAN

FE

BM

AR

AP

RM

AY

JUN

JUL

AU

GS

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OV

DE

C(A

llS

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SS

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mi

Tem

ple

City

77.2

00

00

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ina/

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2.03

Not

e:*

Exc

lude

spr

ivat

ela

tera

lSS

Os

Last

upda

ted

01/2

1/20

15

Page

17

of

17

J16

APPENDIX K

SANITARY SEWER OVERFLOW GRAPHS

SEW

ER M

AIN

TEN

AN

CE

DIV

ISIO

NS

ewer

Ove

rflow

s by

Cal

enda

r Yea

r 200

7-20

09

As

of 0

1/21

/10

3551

73

94

114

133

152

167

185

199

213

226

14

3446

6475

9197

106

118

128

139

149

1322

3445

4649

5156

6166

7382

050100

150

200

250

Sewer Overflows (Cumulative)

SEW

ER O

VER

FLO

WS

BY

CAL

END

AR

YEA

R 2

007-

2009

2007

2008

2009

Mon

thJa

n.Fe

b.M

ar.

Apr

.M

ayJu

n.Ju

l.A

ug.

Sep.

Oct

.N

ov.

Dec

.O

verf

low

s 20

0735

1622

2120

1919

1518

1414

13C

umul

ativ

e35

5173

9411

413

315

216

718

519

921

322

6O

verf

low

s 20

0814

2012

1811

166

912

1011

10C

umul

ativ

e14

3446

6475

9197

106

118

128

139

149

Ove

rflo

ws

2009

139

1211

13

25

55

79

Cum

ulat

ive

1322

3445

4649

5156

6166

7382

Not

e: E

xclu

des

priv

ate

late

ral S

SO

'sP:

\sm

pub\

GEN

ERA

L\O

verf

low

s

3551

73

94

114

133

152

167

185

199

213

226

14

3446

6475

9197

106

118

128

139

149

1322

3445

4649

5156

6166

7382

050100

150

200

250

Jan.

Feb.

Mar

.Ap

r.M

ayJu

n.Ju

l.Au

g.Se

p.O

ct.

Nov

.D

ec.


SEW

ER O

VER

FLO

WS

BY

CAL

END

AR

YEA

R 2

007-

2009

2007

2008

2009

K1

Ove

rflo

ws

by Y

ard

2009

40

Ove

rflo

ws

by Y

ard

2009

25303540 ulative total)

Ove

rflo

ws

by Y

ard

2009

10152025303540 erflows (cumulative total)

Ove

rflo

ws

by Y

ard

2009

0510152025303540 Overflows (cumulative total)

Mon

th

Ove

rflo

ws

by Y

ard

2009


Mon

th

Ove

rflo

ws

by Y

ard

2009

Cen

tral

Eas

tN

orth

Sant

a C

larit

aS

outh


Mon

th

Ove

rflo

ws

by Y

ard

2009

Cen

tral

Eas

tN

orth

Sant

a C

larit

aS

outh

K2

2009

Ove

rflo

ws

Mon

th

Jan

Feb

Mar

A

prM

ay

Jun

Ju

ly

Aug

Se

pt

Oct

N

ov

Dec

Tota

l C

entra

l 1

3 (-

1)3

(-1)

10

2 (-

1)2

(-2)

0

10

01

9E

ast

2 2

6 (-

1)5

1 (-

1)1

1 (-

1)

31

2 (-

1)3

(-1)

527

Nor

th

1 0

00

00

0 1

00

00

2S

anta

Cla

rita

4 (-2

) 1

32

1 (-1

)0

0 0

01

10

10S

outh

7

42

31

12

2 (-

1)4

(-1)

34

334

Priv

ate

-2

-1-2

-2

-1-3

-1

-1-1

-1

-15

Tota

l: 13

9

1211

13

2 5

55

79

82

Not

e: -

Priv

ate

late

ral s

ewag

e di

scha

rges

not

incl

uded

in th

e to

tal o

verfl

ows

K3

SE

WE

R M

AIN

TE

NA

NC

E D

IVIS

ION

Se

we

r O

verf

low

s b

y C

ale

nd

ar

Ye

ars

20

10

-20

12

As o

f 04/1

1/1

3

Mo

nth

Jan

.F

eb

.M

ar.

Ap

r.M

ay

Ju

n.

Ju

l.A

ug

.S

ep

.O

ct.

No

v.

Dec.

Ov

erf

low

s 2

010

89

10

510

11

45

88

12

5

Cu

mu

lati

ve

817

27

32

42

53

57

62

70

78

90

95

Ov

erf

low

s 2

011

85

510

15

27

53

54

Cu

mu

lati

ve

813

18

28

29

34

36

43

48

51

56

60

Ov

erf

low

s 2

012

79

63

79

36

95

13

11

Cu

mu

lati

ve

716

22

25

32

41

44

50

59

64

77

88

Note

: E

xclu

des p

riva

te la

tera

l SS

Os d

ue to la

tera

l obstr

uctio

n

P:\

sm

pu

b\G

EN

ER

AL

\Overf

low

s

8

17

27

32

42

53

57

62

70

78

90

95

8

13

18

28

29

34

36

43

48

51

56

60

7

16

22

25

32

41

44

50

59

64

77

88

0

50

10

0

15

0

20

0

25

0

Jan.

Feb

.M

ar.

Apr.

Ma

yJun.

Jul.

Aug.

Sep.

Oct.

No

v.D

ec.


SE

WE

R O

VE

RF

LO

WS

BY

CA

LE

ND

AR

YE

AR

S 2

01

0-2

012

2010

2011

2012

K4

05

10

15

20

25

30

35

40

Overflows (cumulative total)

Month

Ove

rflo

ws

by Y

ard

2

01

0

Ce

ntr

al

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anta

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rita

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uth

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201

0 O

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tral

0

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(-1

) 1

(-

1)

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0

2

16

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st

4

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(-1

)4

2

5

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1

0

2

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3

1

29

Nort

h

0

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1

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2

0

0

0

1

0

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0

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(-

1)6

3

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2

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0

1

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0

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mp

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tion

0

1

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0

0

0

1

1

0

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4

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tal:

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9

1

0

5

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11

4

5

8

8

12

5

95

20

10

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ws

(C

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)

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0

0

3

3

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9

9

10

12

14

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16

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ast

4

7

1

0

12

17

20

21

21

23

25

28

29

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ort

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0

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1

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1

2

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2

2

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an

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larita

2

2

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3

3

4

4

5

5

8

8

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uth

2

8

1

0

12

14

18

19

23

25

28

34

36

K6

05

10

15

20

25


Month

Ove

rflo

ws

by Y

ard

2

011

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anta

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201

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tral

1 (

-1)

3 (

-3)

4 (

-3)

6 (

-2)

0

0

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1

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-1)

7

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st

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-1)

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2)

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-2)

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h

1

1

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1 )

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3

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) 2

1

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20

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(C

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APPENDIX L

COLLECTION SYSTEMS BY TREATMENT PLANT/REGION

\

'-

C/r-ü0:r-C/- C/o c:Wilü 0:Z c:c: ilZüW -r- ::Z 0:- ilc: C/~0:WSWC/

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LL 0:OwtJ 3:

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.. en i- en en 00 Q) 0 :; 00W C:enC:~C:__~Q)o -C0: 0 Q) 0 c: 0 .; ca 0 '¡: Q)c(üc:ü::üC:..c:êi ..W i !! i 0 I ::o I ca '0- -c,ca_ca ~j ca Ü ca ca c:(, Q):'Q)";Q)üQ)Q)Q) 0i-..i-;:i-:2i-..o enS; c( en c( :: c( .. c( ,S; c: c:0: ;:ca;:o;:o:;caca 0w ......oo..Z..:2 c: Ü." c: -- c: c: c: Q)on ::õ::õ::õ::i-.. Q)

o '¡: 0 '¡: 0 '¡: 0 Q) c: ~üêiüêiüêiü::ca ::-co-co-co-c(X:2 02Q)2Q)2Q)2-cêi Q)~o~o~o~Q):: §oc:oc:oc:oêiQ) ,Nc. ca c. ca c. ca c. -C 00 c:i- c: i- c: i- c: i- ,- ca eno Q) 0 Q) 0 Q) 0 0 ca '¡: ca0..0..0..0 CfC: Q)o,§ ,~ ,§ ,~ ,§ ,~,§ § '~ ~ ~:J :2 :J :2 :J :2 :J ü :2 i i-

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NO

.

Un

inco

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d C

ou

nty

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on

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ated

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er

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gen

es T

apia

33

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th/C

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17

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00

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59

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ain

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ibu

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L1

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8

$1

8,8

01

SEW

ER M

AIN

TEN

AN

CE

DIS

TRIC

TS

SER

VIC

E A

REA

S 2

01

3

L2

5

3

4

1

2

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ge

nd

Un

inc.

Co

un

tyA

rea

CS

MD

So

uth

/Co

un

tyS

anita

tio

nD

istr

ict

Un

inc.

Co

un

tyA

rea

CS

MD

No

rth

/Co

un

tyS

an

itatio

nD

istr

ict

Un

inc.

Co

un

tyA

rea

An

eta

Zo

ne

of

the

CS

MD

/City

Hyp

eri

an

Un

inc.

Co

un

tyA

rea

La

keH

ug

he

Zo

ne

of

the

CS

MD

Tra

nca

sZ

on

eo

fth

eC

SM

D

Ma

libu

Me

saZ

on

eo

fth

eC

SM

D

Ma

libu

Zo

ne

of

the

CS

MD

Un

inc.

Co

un

tyA

rea

CS

MD

/L

as

Vir

ge

ne

sTa

pia

Un

inc.

Co

un

tyA

rea

CS

MD

-NW

/Co

un

tyS

an

itatio

nD

istr

ict

Co

un

tyS

up

erv

iso

ria

lD

istr

ict

1to

5

Lo

sA

ng

ele

sC

ou

nty

De

part

me

nt

of

Pu

bli

cW

ork

sS

ew

er

Ma

inte

na

nce

Dis

tric

ts

Are

as

Cove

red

by

Se

we

rM

ain

ten

an

ce

Dis

tric

tsS

SM

PA

pplic

atio

ns

04

.59

13

.51

82

.25

Mile

s

S/s

an/d

istr

icts

/Unin

co

po

rate

dS

erv

ice

sA

rea

07/1

6/2

012

L3

.

Sanitation Districts of Los Angeles County- FIGURE 1

I

~-

KERN COUNTY

LOS ANGELES COUNTY

LANCASTER WRP

VALENCIA WRP

r LA CANADA WRPWHITTIER NARROWS WRP

LOS COYOTES WRP

LONG BEACH WRP

'--.-JOINT WATER

POLLUTIONCONTROL PLANT

&L4

APPENDIX M

STATEWIDE GENERAL WASTE DISCHARGE REQUIREMENTS APPLICATIONS AND PERMITS

M1

COUNTY OF LOS ANGELESDEPARTMENT OF PUBLIC WORKS

'To Enrich Lives Through Effective and Caring Service"

DONALD L. WOLFE, Director900 SOUTH FREMONT A VENUE

ALHAMBRA, CALIFORNIA 91803-1331Telephone: (626) 458-5100

ww.ladpw.orgADDRESS ALL CORRESPONDENCE TO:

P.O. BOX 1460ALHAMBRA, CALIFORNIA 91802-1460

October 16, 2006 IN REPLY PLEASE

REFER TO FILE: W-9

State Water Board Accounting OfficeP,O. Box 1888Sacramento, CA 95812-1888

Attention SSO Fees

Dear Sir or Madam:

APPLICATION FOR WASTE DISCHARGE REQUIREMENTS COVERAGEILEGAL REPRESENTATIVE FOR THE SEWER MAINTENANCE DISTRICTSOF LOS ANGELES COUNTY

Enclosed are eight completed applications for coverage under the Statewide GeneralWaste Discharge Requirements (WDR) for collection systems owned by the County ofLos Angeles and operated by the Sewer Maintenance Districts of Los Angeles County.The applications are accompanied with the appropriate annual fee for each of the eightsystems. The total amount enclosed is $10,780.

We have also enclosed a map showing the locations of the County of Los AngelesCollection Sewer Systems and a listing of the systems. Please note that theLake Hughes System (WOlD Number 4SS01 0459) is within Regional Water QualityControl Board Region 6, The WOlD Number should, therefore, be revised to reflect so.

Additionally, by this letter, Mr. Keith Lehto is being designated as the legal responsibleofficial for the Sewer Maintenance Districts for matters relating to the WDR by thisDepartment.

M2

-'." "".

State Water Board Accounting OfficeOctober 16, 2006Page 2

If you have any questions or require additional information, please contactMr. Nicholas Agbobu at (626) 300-3382.

Very truly yours,

DONALD L. WOLFEDirector of Public Works

~~ALAssistant Deputy DirectorWaterworks and Sewer Maintenance Division

NA:dhSM7895

Ene.

M3

r:

October 5, 2006

TO: Dennis DenbyFiscal Division

~rgZ1any~ri?FROM: æ'~uel del Rearr

Waterworks and Sewer Maintenance Division

ANNUAL FEES FOR THE TRANCAS ZONE OF THECONSOLIDATED SEWER MAINTENANCE DISTRICTREQUEST FOR WARRANT

Please prepare a warrant in the amount of $872 made payable to the State WaterResources Control Board (SWRCB) as the annual Waste Discharge Requirements

(WDR) permit fee for the above sanitary sewer system. You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300.

On May 2, 2006, the SWRCB adopted, for thé first time, State-wide General WDR forthe collection sewer systems in the State, Under the new regulations, owners andoperators of collection sewer systems are required to apply for coverage and to pay anannual fee to the SWRCB. The amount of the fee for each system is based on thepopulation served as shown on the payment schedule on the attached application.

Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to bepicked up.

EC:dhAnnuaiFeesForSWRCB7

Attach,

M4

(~~ ,'.

Ste Water Resurc Cotrol BordNOTICE OF INTENT

TO COMPL V WITH THE TERMS OF THE STATEWDE GENERAL WASE DISCHARGEREQUIREMEN FOR SANAAYSSWWR svsr.(WATER QUAl ORDER NO. 20 - 00 - DWQ)

Enre 1

I. Notice of Inten NOI Status

Mar Only One Item 1. bcJ l..ew PermiteeII. Agency Information

A. Legally Responsible Official

2. ( 1 Change of Inforation WOlD #: 48010496

Kei Lehto

B. AgencyLos Angeles Count Deparent of Public Works

D. Mailing Address 90 S F nt A,. remo ",venue

C. TrUePrincpal Engne

E. Ades (Une 2)

F. City

AlhabrI. Ph 626 30L San Se System

i~:: i G. Zip 91803 H. Cont Los Ange

I J, FAX K, Emal AdeS626 3036 klehladp.or1M. Reg Water Qual .Co Bo Regio 4

Tr~s Zone oftt CSMD"

N. Agency Typ (chec one)1. ( i Cit 2. be i Count 3. ( i State 4. ( i Federa 5. ( J Spial Dist 6, ( i Government Combination

0, Poplation of Community Served (chec one)(x) Less than 50,00 (J Greater than or equal to 50,000

III. Blilina InlonntlonA. AgØ ,Los Anles County Departen of Public Wos

B. Co PerKei Lehto

C, TrUe

D, Mang Ades90 S, Fremon Avenue

Princpal EngineE. Addes (Une 2)

,

F. CiI Stae G. Zi I H, ContCA 91803 Los Anes

I J. FAX K. Emal Ades626 30330 626 3033 kleht~ladpw.orgThe annual fee, which is required by the California Water Coe (seon 13260), is based on the daily populationserved by the sanitar sewer sysem. Aditionally, an ambient water monitoring surcharge of 9 pecent is required foreach annual fee, The total fee is the sum of the annual fee and ambient water monitoring surcharge, Please see theinstctons on completing this NOI for a detaled explanation of the fee structre.

Alhambrai. Phone

L. Tota Fee (chec one)

bcJ Poplation served c: 50,000 - total fee submitted is $ 872.00

( i Poplation served Õ! 50,00 - total fee submited is $ 4,676.00

A chec for the apopriate tota fee amount should be made payable to SWRCB and mailed wi this completed NOIto the following address:

State Water Bord Accounting OficePOBox 1888Attn: SSO FeesSacraento, CA 95812-1888

,"

SWRCB Tax ID is: 68-0281986

1/2 SSO NOI TE R8M5

'~ ..L.t,. ¡

October 5, 2006


~tt7znkemJn~!e~

l FROM: ~'~uel del rfattv.Waterworks and Sewer Maintenance Division

ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREACONSOLIDATED SEWER MAINTENANCE DISTRICTLAS VIRGENES TAPIA AREAREQUEST FOR WARRANT


(WDR) permit fee for the above sanitary sewer system, You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300,

On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR forthe collection sewer systems in the State. Under the new regulations, owners andoperators of collection sewer systems are required to apply for coverage and to pay anannual fee to the SWRCB. The amount of the fee for each system is based on thepopulation served as shown on the payment schedule on the attached application.


EC:dhAnnualFeesForSWRCB

Attach,

.. ., -' , .-- ./..; /"-.'

;': rj; ,/,',r~ 'I

M6

\ ---'\

/' I

Enosre 1State Water Resources Co Board

NOTICE OF INTENTTO COMPLY WrT THE TERMS OF THE STATEDE GENERAL WAS DISCHARGE

REQUIREMENS FOR SANIT ARVSewR,SVSTEIS(WATER QUAL ORDER NÒ. 20- òo- DWQ)

I. Notice of Inten (NOI) StatusMar Only O~ Item 1. (x) New Permittee 2. ( i Change of Information WDID #:

I

AaencY InforatonA.. Legally Responsible Official

Kei Lehto-B. Agency of P . W C. TrUe

Los Angeles Count Departen ublC orks Princpa EngneD. Mailng Address 90 S F nt Pi E. Ades (Une 2)

,remo ~enue

F. City

I State I G. Zip91803

H, ContLos AnaeAlhambra CA

I, PhoI J. FAX

K. Ema Ades6263C 626 3C kletlad.orgL. ~iii ~ar S';i;Gm .

I M, Reg Ws4 Qual Co Bo .Uninc~ CO. Area - GGMDI LLs Virg Tapa Region 4

N. Agency Typ (che one)1.( iCi 2, (x) Count 3. ( i State 4. ( i Federal 5, ( i Special Dist 6. ( i Government Combination

0, Poplaton of Communit Served (chec one)

(x) Les than 50,00 ( i Greater than or equal to SO,OOO

III na 0 QfA.A~Los Anles Couty Departen of Public Works

B. Cont Per C. TrUeKei Lehto Princpal Engine .

D. MaHng Ades E. Ades (Une 2). 90 S, Freon A~enue

F. CiI State

G. ZII H. ContAlhambr CA 9180 Los Angeles

i, PhoI J. FAX

K. Emai Addres626 3033 626 30 kJehtoClad.org

The annual fee, which is required by the California Water Coe (secon 13260), is bas on the daily populationserved by the sanitary sewer sysem, Additonally, an ambient water monitoong surcharge of 9 pecent is required foreach annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge, Pleas see theinstctons on completing this NOI for a detailed explanation of the fee structre.


(XL Population served .: 50,000 - total fee submited is $ 872.00

( I Poplation served ~ 50,00 - total fee submited is $ 4,676.00

A chec for the apopate tot fee amount should be made payabe to SWRCB and mailed wi this completed NOI

to the following address:

State Water Board Accnting OfcePOBox 188Att: sse FeesSacramento, CA 95812-1888

SWRCB Tax ID Is: 680281986

:"

II.

III. 8 f 1m nn

1/2 SSO NOI TET R8M7

...,-, r. ..

October 5,2006


~'ZJ H1aJjttrrhi~FROM: ~á~ueídel R/a~


ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREACONSOLIDATED SEWER MAINTENANCE DISTRICTSOUTH COUNTY SANITATION DISTRICTSREQUEST FOR WARRANT

Please prepare a warrant in the amount of $4,676 made payable to the State WaterResources Control Board (SWRCB) as the annual Waste Discharge Requirements

(WDR) permit fee for the above sanitary sewer system, You may charge this toPCA No. YOOSMDNP, User Code No, A356, and Organization No, 488300.

On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR forthe collection sewer systems in the State, Under the new regulations, owners andoperators of collection sewer systems are required to apply for coverage and to pay anannual fee to the SWRCB, The amount of the fee for each system is based on thepopulation served as shown on the payment schedule on the attached application,

Please contact Nicholas Agbobu at Extension 3382 when the warrant is ready to bepicked up,


Attach,

M8

,.., .', y '.-

Enosre 1Ste Water Resrce Cotrol Bord

NOTICE OF INTENTTO COMPLY WnH THE TERMS OF THE STATEWDE GENERAL WAS DISCARGE

REQUIREMENS PO" SANIT AlY apl lYSTEt(WATER QUAL ORDER NO. 20 - 00- DWQJ

I. Nodce of Intent N StatusMarQnly Onl hem 1. (x) New Permitee

II. Au_...-. InforatonA. LegRlIy Responsible Official

2. I ) Change of Infooation WOlD #:

Keit LehoB. Agency Los Angeles Count Departen of Public Work

D. Mailng Address 90 S F on A. rem ~enue

C. TIe Princpa EnE. Ades (Une 2)

F. City I Scta~e I G. Zip 91803 H. ContAlhambra '" Los AngeI. Pho I J, FA) K. Ern Adchss626 30 626 3036 kleIla.orL Sã"i¡~, ~'i 1M, Reg Wtå Qual Co Bo .Uni~ Ço, Area - CSMDI So.lCo. Sanition Diss ReglO 4N. Agency Typ (check one)1. I ) Cit 2, (xx Count 3, I ) State 4. I i Federal 5. ( ) Spial Distri 6. ( ) Government Combination

0; Pbølation of Communit Served (chec one)I i Les than 50.00 rxl Greater than or equal to 50.000

III. Bllllna,lnondonA. ,Ai. Los Ange Cont Departen of Public Work

B. Co PéIKei Lehto

D. MaHng Ades90 S. Fremon Avenue

C. TitPrincpal Engine.

E, Ackes (Une 2)

.

F. CII Stae CA G. ZI 91803 I H. Cont Los AnesI. Phone I J. FAX K. Emai Addes626 30 62630336 klehladpw.or

The annual fee, which is required by the California Water Coe (secon 13260), is ba on the daily populationserved by the sanitary sewer system. Additonally, an ambient water monitoong surcharge of 9 pecent Is require for

each annual fee. The total fee is the sum of the annual fee an ambient water monitoring surcharge. Please see theinstctons on completing this NOI for a detailed explanation of the fee structre.

Alhambra


( ) Poplation served 00 50,000 - total fee submitted is $ 872,00

Ix) Poplatin served ~ 50,00 - total fee submited is $ 4,676,00

A chec for the apopnate tota fee amount should be made payabe to SWRCB and mailed wit this completed NOI

to the following addres:

State Water Boar Acunting OfcePOBox 188Attn: sse FeeSacraento, CA 95812-1888

SWRce Tax 10 is: 68-0281986


, ,'r'¡, '~v

. October 5, 2006


¡; ~~xiHc¡anJ )idetiFROM: ~~uel del Reatt f.


ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREACONSOLIDATED SEWER MAINTENANCE DISTRICTNORTHIWEST COUNTY SANITATION DISTRICTSREQUEST FOR WARRANT


(WDR) permit fee for the above sanitary sewer system. You may charge this toPCA No, YOOSMDNP, User Code No. A356, and Organization No. 488300.

On May 2, 2006, the SWRCB adopted, for the first time, State-wide General WDR forthe collection sewer systems in the State, Under the new regulations, owners andoperators of collection sewer systems are required to apply for coverage and to pay anannual fee to the SWRCB. The amount of the fee for each system is based on thepopulation served as shown on the payment schedule on the attached application.



Attach,

M10

,', . ,,\ ~'\,-,

t'

Enlore 1Stte Water Resurces Cotrol Bord

NOTICE OF INTENTTO COMPLY WITH THE TERMS OF THE STATEWDE GENERAL WASE DIHARGE

REQUIREMENS FOR SANrrARV SEV SYSTEMS(WATER QUAL ORDER NO. 20 - 00 - DWQ)

I. Notice of Intent NO StatusMark Only One Item 1, (x) New Permitee

II. A en InformationA. Legally Responsible Official

2. ( ) Change of Infonation WDID #:

Kei LehtoB. Agency P I. WLos Angeles Count Departent of ub Ie orks

D. Mailing Address 90 S F on A,. rem I"venue

C. TitePrincpal Engine

E. Ades (Une 2)

F. CityAlhambra

i. Phone 626 30L Sar SØW SyemUninoed Co. Ar - CSMD NI Co. Saon Distct

N. Agency Typ (check one)1. ( ) City 2. rxl Count 3. ( ) Stte 4. ( ) Federal

o. Poplation of Communit Served (chek one)rxJ Les than 50,00 (i Greater than or equal to 50,000

G. Zip91803

H. Cont, Los Angees

K. Ema Ades

5. ( i Spial Distri 6. ( J Government Combination

III. Blllna InonatlonA. Agen

Los Angeles Conty Departent of Public WorsB. Co Per C. Tit

Kei Lehto Princpal Engine,

D. MaHng Ades90 S. Fremont Avenue

E. Ades (Une 2)

F. CII State

G, ZiI H. ContAlhambr CA 91803 Los Angeles

I. Phone

I J. FAXK. Email Addres626 30 626 30336 kleht~ladpw.org

The annual fee. which is required by the California Water Coe (secon 13260), is based on the daily populationserved by the sanitry sewer system. Additionally, an ambient waer monitonrig surcharge of 9 pecent is required foreach annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge, Please see theinstructons on completing this NOI for a detailed explanation of the fee structure.


(x i Poplation served ~ 50,000 - total fee submitted is $ 872.00

( ) Poplation served i! 50,00 - total fee submited is $ 4,676.00

A chec for the apopate total fee amount should be made payabe to SWRCS and mailed wi this complet~ NOI

to the following addes:

State Water Board Accounting OfcePOBox 188Att: SSO FeesSacraento, CA 95812-1888



-" 9:

October 5, 2006


A?1i: Hra¡tdlhi '¡: FROM: i(~uel delRd


ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREACONSOLIDATED SEWER MAINTENANCE DISTRICTNORTH COUNTY SANITATION DISTRICTSREQUEST FOR WARRANT


(WDR) permit fee for the above sanitary sewer system. You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300.

On May 2,2006, the SWRCB adopted, for the first time, State-wide General WDR forthe collection sewer systems in the State. Under the new regulations, owners andoperators of collection sewer systems are required to apply for coverage and to pay anannual fee to the SWRCB, The amount of the fee for each system is based on thepopulation served as shown on the payment schedule on the attached application,



Attach.

M12

'*.. k;-Enre 1

State Water Resrce Contol BoardNOTICE OF INTENT

TO COMPLY WITH THE TEMS OF THE STATEWDE GENERAL WAS DISCHARGEREQUIREMENTS FOR S~ITAfY SEWR SYSTEI$(WATER QUAL ORDEÀ NO. 20 - 00 - DWQ)'

I. Notice of Inten NOI Statu.

MarkOnly One Ita"" 1. (x) New PermitteeII. Aaecv Informaton

A. Legally Responsible Official

2. ( ) Change of Inforation WDID #:

Kei Lehto

B. Agency Los Angele Count Deparen of Public Works

D. Mailing Address 90 S F an A. rem 1Ienue

C, TIePnncpa Enine

E. Ades (Une 2)

F. City Alhambra I ~i: I G. Zip 91803 H. Cont Los Angei. Pho I J. FAX K. EmailAdc626 30 626 3033 kleelaw.orgL f:"1.. -,; S;r.r-a 8";a-.G,... 1M, Regal Water Qual Cool BoUninCOed Co. Ar - CSMD No.1 Co. Sa Distrct Regio aN. Agency Typ (chec one)1. ( ) Cit 2. (x) County 3. ( ) State 4. ( ) Federal 5. ( ) Specal Dist 6, ( ) Govemment Combination

n Poplaan of Communit Served (che one)

Ix) Less than 50,00 (J Greater than or equal to 50,000

III. Bill no InforationA.~' 'Los Angeles County Deparbent of Public Works

B. Co PetKeit Lehto

C. TitePnncpal Engine

E, Adihss (Una 2)

.D. Maing Ades

90 S. Fremont Avenue

F. CII State G, ZI I H, ContCA 91803 Los Angeles

i. Phoe I J, FAX' K. Emai Addes626 3033 626 3036 kleh~ladp.orThe annual fee, which is required by the California Water Coe (secon 13260), is based on the daily populationserved by the sanitar sewer system, Aditionally, an ambient water monitoring surcharge of 9 percent is required foreach annual fee, The total fee is th sum of the annual fee and ambient water monitoring surcharge. Please se theinstrctons on completing this NOI for a detailed explanation of the fee structre.

Alhambra

L. Total Fee (check one)

be) Poplation served c: 50,000 - total fee submited is $ 872.00

( ) Poplation served 2: SO,OOO - total fee submited is $ 4,676.00

A chec for the apopnate tota fee amount should be made payabe to SWACB and mailed wih this copleted NOI


State Water Board Acounting OfcePOBox 188Att: SSO FeesSacrmento, CA 95812-1888

..


1/2 SSO NOI TE R8M13

,--, ,,,,,....;, ...

October 5, 2006


;¡2% lm~n;lshi¡¡ FROM: Manuel del R~l


ANNUAL FEES FOR THE UNINCORPORATED COUNTY AREALAKE HUGHES ZONE OF CONSOLIDATED SEWER MAINTENANCE DISTRICTREQUEST FOR WARRANT


(WDR) permit fee for the above sanitary sewer system, You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300.




Attach.

M14

\""i ~ ,r ,.

Encosre 1State Water Resurces Cotrol Board

NOTICE OF INTENTTO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WAS DISARGE

REQUIREMENS FOR $ANIT ARY ~'WEl $YSTEII,(WATER QUALIT ORDER NO. 2008 - 00- DWQ)

I. Notice of Intent N

Mark QnI~ OneltEtrnStatu.

1, rxl New Peritee 2. ( ) Change of Information WDID li: ~S5ìg1g~1i9

II. Alien InformationA. Legally Responsible Official

Kei LehtoB. Agency . C. TiteLos Angeles Count Depent of Public Works Princpa EngineD. Mailng Address 90 S F on A E. Ades (Une 2). rem venue .F. City I SCtaAte I G. Zip 91803 H. ContAlhambra Los Ani. Pho I J, FAX K. Emal Addes626 30 626 30336 kIeeladp,orL Sa--¡ ~ &¡õtam !i M. Reg Waa Qu Co BoUniocrpedCo. Area - Lae Hug Zo of CSMO Regio 6N. Agenc Typ (chec one)1. ( ) City 2, rx) Count 3. ( ) Stte 4. ( i Federal 5. ( ) Spial Dist 6, ( ) Government Combination

o Poplaton of Communit Served (che one)

£Xl Less than 50,00 ( i Greater than or equal to 50,000III. Bllina Inonon

A. AgLo Angele County Departen of Public Work

B. Co PerKei Lehto

D. Maing Add90 S. Fremon Avenue

F. CiAlhambr

C. TitPrincpal Engine

E. Adchss (Une 2).

I State G. ZI I H. ContCA 91803 Los Angelesi. Phone I J. FAX K. Emai Addes626 30330 626 3036 kleh~ladpw,orgThe annual fee, which is required by the Califoria Water Code (seon 13260), is baed on the daily populationserved by the sanit sewer system, Additionally, an ambient water monitorng surcharge of 9 percent is required foreach annual fee. The total fee is the sum of th annual fee and ambient water monitoring surcharge, Pleas see theinstctons on copleting this NOI for a detailed explanation of th fee structre.

L. Tota Fee (chek one)

rx) Poplation served oe 50,000 - total fee submitted is $ 872.00

( ) Poplation seed òt 50,000 - total fee submited is $ 4,616.00

A chec for the apopriate tot fee amount should be made payabe to SWRCB and mailed wit this completed NOI


State Water Board Accounting OficePO Box 1888Att: Soo FeesSacramento, CA 95812-1888

SWRce Tax ID Is: 680281986

1/2 SSO NOI TFT R8M15

Agbobu, Nicholas-

From:Sent:To:Subject:

Lehto, Keith

Monday, November 13, 2006 1 :25 PMAgbobu, NicholasFW: NOI Receipt Confirmation

FYI

-----Original Message-----From: CIWQS CIWQS (mailto:CIWQS0waterboards,ca.govJSent: Friday, November 03, 2006 4:56 PMTo: CIWQS0waterboards, ca, govSubj ect: NOI Receipt Confirmation

Thank you for submitting your agency's Notice of Intent to apply for coverage under theStatewide General Waste Discharge Requirements for Sanitary Sewer Systems, WQO No, 2Q06-0003 (Sanitary Sewer Order). The State Water Resources Control Board has processed yourNotice of Intent and this email message is confirmation of your agency's enrollment forcoverage under the Sanitary Sewer Order.

You, as the Legally Responsible Official, will receive your California Integrated WaterQuali ty System (CIWQS) user ID and password, via email message, to access the online SSOdatabase according to the schedule below:

Regional Water Quality Control BoardRegions 4,8,9Regions l, 2, 3Regions 5,6,7

User ID/password receipt dateDecember l, 2006March 30, 2007August l, 2007

Access to the SSO database will allow you to complete the collection system questionnaireand submit SSO reports for your agency as required by the Sanitary Sewer Order. TheSani tary Sewer Order requires you to complete the collection system questionnaire wi thin30 calendar days of receiving your CIWQS user ID and password, Additionally, the SanitarySewer Order requires you to begin submitting SSO reports according to the followingschedule:

Regional Water Quality Control BoardRegions 4,8,9Regions l, 2, 3Regions 5,6,7

Date begin reporting all SSOsJanuary 2, 2007May 2, 2007September 2, 2007

Training on the use of the SSO database and requirements of the Sanitary Sewer Order willbe offered by California Water Environment Association (CWEA) through a partnership withthe State Water Resources Control Board outlined in a memorandum of agreement signed byboth organizations. The training course rollout will be by region and correspond to theSSO reporting compliance schedule above, For training course availability, please visitCWEA's web site at http://www,cwea.org/et ssowdr.shtml,

If you have any questions regarding the contents of this email, please contact the CIWQSHelp Center at 866-792-4977.

------- -----------------------------------------------------------CIWQS Help CenterState Water Resources Control BoardOffice of Information Technology866-79-CIWQS (24977)Submi t a Question: http://www.waterboards.ca ,gov / ciwqs/ ciwqs _tracking. htmlCIWQS Website: http://www.waterboards.ca ,gov / ciwqsHow are we doing?: http://www.calepa.ca.gov/Customer/CSForm.asp

iM16

Agbobu, Nicholas

From:Sent:To:Subject:

John Ginn (JGinn~waterboards.ca.govJMonday, December 18, 2006 11 :36 AMAgbobu, NicholasRE: FW: SSO Username and Password

Nicholas,

The changes have been made. The two that were adjusted are listed bellow with. their properWDr Os.

North/County Sanitation Districts - 4SS011370Lake Hughes Zone - 6SS010459

-John

??? "Agbobu, Nicholas" oCNAGBOBUt9dpw, lacounty, go v? 12/18/2006 11: 18 : 13 AM ??:;

Hi, John:r once again checked with our local Regional Boards - Los Angeles (Region 4)and Lahontan (Region 6) and they have confirmed that the North/CountySani tation Districts and the Lake Hughes systems are in Regions 4 and 6respectively, Based on that information we have change the worD #saccordingly (Highlighted Red), Please, correct your records and provide uswi th another e-mail confirmation, Thanks again.-----Original Message-----From: John Ginn (mailto: JGinnt9waterboards. ca, govJSent: Friday, December 15,200610:18 AMTo: Agbobu, NicholasCc: Eric MaagSubj ect: RE: FW: SSO Username and Password

Nicholas,

Your worDs are:

1. Las Virgenes Tapia - 4SS0113722. South/County Sanitation Districts - 4SS0113653. N/W County Sanitation Districts - 4SS0113744, North/County Sanitation Districts - 6SS0113705. Lake Hughes Zone - 4SS0104596. Aneta Zone - 4SS0113737. Trancas Zone - 4SS0104968, Malibu Mesa Zone - 4SS010465

Sorry for the mixup, r f there is anything else r can assist you with let meknow.

John

:;:;? "Agbobu, Nicholas" oCNAGBOBUt9dpw,lacounty.gov? 12/14/2006 2: 18 PM :;:;:;John,About a week ago r requested the worD #s for each of the 8 sewer systems thatwe applied for coverage for under the WDR. r am still waiting for yourresponse. Your urgent attention will greatly appreciated. Thanks.

-----Original Message-----From: John Ginn (mailto:JGinnt9waterboards.ca.govJSent: Wednesday, November 29, 2006 9:59 AMTo: Agbobu, NicholasCc: Eric MaagSubj ect: Re: FW: SSO Username and Password

1

M17

October 5, 2006


72rern4 dehi

FROM: Manuel del RealWaterworks and Sewer Maintenance Division

ANNUAL FEES FOR MARINA SEWER MAINTENANCE DISTRICTAN ETA ZONE/CITY OF HYPERIANREQUEST FOR WARRANT

Please prepare a warrant in the amount of $872 made payable to the State WaterResources Control Board (SWRCB) as the annual Waste Discharge Requirements(WDR) permit fee for the above sanitary sewer system. You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300.



EC:dhAnnualFeesForSWRCE3

Attach.

M18

Enclosure 1State Water Resources Control Board

NOTICE OF INTENTTO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE

REQUIREMENTS FOR SANITARY SEWER SYSTEMS(WATER QUALITY ORDER NO. 2006 — 0003 — DWQ)

I Notice of Intent (N01) StatusMark Only One Item 1. [x] New Permittee 2. [ ] Change of Information WDID #:

II. A encv InformationA. Legally Responsible Official

Keith LehtoB. Agency

Los Angeles County Department of Public WorksC. Title

Principal EngineerD. Mailing Address

900 S. Fremont AvenueE. Address (Line 2)

F. CityAlhambra

StateCA

G. Zip91803

H. CountyLos Angeles

I. Phone• 626 300-3304

J. FAX626 300-3365

K. Email [email protected]

I Conitals Sewer System.Marina Sewer Maintenance District/ Aneta Zone/ City of Hyperion

M. Regional Water Quality Control BoardRegion 4

N. Agency Type (check one)1. [ ] City 2. [x] County 3. [ ] State 4. [ ] Federal 5. [ ] Special District 6. [ ] Government Combinationla..,Population of Community Served(check one)

or equal to 50,000hilLess than 50,000 [ ] Greater than

A. AgencyLos Angeles County Department of Public Works

B. Contact Person C. TideKeith Lehto Principal Engineer

D. Mailing Adckess900 S. Fremont Avenue

E. Address (Line 2)

F. CityAlhambra

StateCA

G. Zip91803


I. Phone J. FAX K. Email Address626 300-3304 626 300-3365 [email protected]

The annual fee, which is required by the California Water Code (section 13260), is based on the daily populationserved by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required foreach annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see theinstructions on completing this NOI for a detailed explanation of the fee structure.

L. Total Fee (check one)

[x] Population served < 50,000 — total fee submitted is $ 872.00

[ ] Population served a 50,000 — total fee submitted is $ 4,676.00

A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOIto the following address:

State Water Board Accounting OfficeP 0 Box 1888Attn: SSO FeesSacramento, CA 95812-1888


1/2 SSO NOI TEST R8M19

October 5, 2006


Att n io Hema d shi47z.>,

FROM: anuel d ReaWaterworks and Sewer Maintenance Division

ANNUAL FEES FOR THE MALIBU MESA ZONE OF THECONSOLIDATED SEWER MAINTENANCE DISTRICTREQUEST FOR WARRANT

Please prepare a warrant in the amount of $872 made payable to the State WaterResources Control Board (SWRCB) as the annual Waste Discharge Requirements(WDR) permit fee for the above sanitary sewer system. You may charge this toPCA No. YOOSMDNP, User Code No. A356, and Organization No. 488300.



EC:dhAnnualFeesForSWRCB8

Attach.

M20

Enclosure 1State Water Resources Control Board

NOTICE OF INTENTTO COMPLY WITH THE TERMS OF THE STATEWIDE GENERAL WASTE DISCHARGE

REQUIREMENTS FOR SANITARY SEWER SYSTEMS(WATER QUALITY ORDER NO. 2006 — 0003 — DWQ)

I. Notice of Intent (N01) Status

Mark Only One Item 1. [x] New Permittee 2. ] Change of Information WDID #: 4S5010465

A. Legally Responsible OfficialKeith Lehto

B. AgencyLos Angeles County Department of Public Works

C. TitlePrincipal Engineer

D. Mailing Address900 S. Fremont Avenue

E. Address (Line 2)

F. CityAlhambra

StateCA

G. Zip91803


I. Phone626 300-3304

J. FAX626 300-3365

K. Email Addressklehto©ladpw.org

L Sanitary Sewer SystemMalibu Mesa Zone of CSMD

M. Regional Water Quality Control BoardRegion 4

N. Agency Type (check one)1. [ ] City 2. [x] County 3. [ ] State 4. [ ] Federal 5. [ ] Special District 6. [ ] Government Combination

o Population of Community Served (check one)[x] Less than 50,000 [ ] Greater than or equal to 50,000

A. AgencyLos Angeles County Department of Public Works

B. Contact PersonKeith Lehto

C. TitlePrincipal Engineer

D. Mailing Address900 S. Fremont Avenue

E. Address (Line 2)

F. CityAlhambra

StateCA

G. Zip91803


I. Phone J. FAX K. Email Address626 300-3304 626 300-3365 klehto©ladpw.org

The annual fee, which is required by the California Water Code (section 13260), is based on the daily population

served by the sanitary sewer system. Additionally, an ambient water monitoring surcharge of 9 percent is required for

each annual fee. The total fee is the sum of the annual fee and ambient water monitoring surcharge. Please see the

instructions on completing this NOI for a detailed explanation of the fee structure.

L Total Fee (check one)

[x] Population served < 50,000 — total fee submitted is $ 872.00

[ ] Population served a 50,000 — total fee submitted is $ 4,676.00

A check for the appropriate total fee amount should be made payable to SWRCB and mailed with this completed NOI


State Water Board Accounting OfficeP 0 Box 1888Attn: SSO FeesSacramento, CA 95812-1888


1/2 SSO NOI TEST R8M21

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SEWER SYSTEM MANAGEMENT PLAN (SSMP)

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