Collection System - LA Sewers · FSE Food Service Establishment FY City of Los Angeles’ Fiscal Year (July 1 through June 30) GBIS Glendale-Burbank Interceptor Sewer In. ... outstanding

Bureaus of Sanitation, Engineering, Contract Administration

...to protect public health and the environment

Sixth Annual REPORTFiscal Year 2009/10

City of Los Angeles • Department of Public Works

Settlement AgreementCollection System

CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

BUREAU OF SANITATION BUREAU OF ENGINEERING

BUREAU OF CONTRACT ADMINISTRATION

COLLECTION SYSTEM SETTLEMENT AGREEMENT

ANNUAL PROGRESS REPORT NO. 6 FOR PERIOD ENDING ON JUNE 30, 2010

August 31, 2010

Collection System Settlement Agreement Annual Report No. 6 For Reporting Period Ending June 30, 2010

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TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................ES-1 INTRODUCTION...............................................................................................................1

Purpose .........................................................................................................................1 Background ...................................................................................................................1

ANNUAL REPORT............................................................................................................7 A. Designated Rehabilitation and Replacement Projects ......................................7 B. Rehabilitation and Replacement – Mileage Requirements..............................10 C. Sewer Relief Projects ......................................................................................11 D. Capacity Exceptions List .................................................................................13 E. Wastewater Capital Improvements .................................................................18 F. Sewer Cleaning ...............................................................................................19 G. Sewer Line Television Assessment – Mileage ................................................20 H. Sewer Line Television Assessment – Condition Ratings ................................22 I. Fats, Oils, and Grease (FOG) Control Program..............................................23 J. Primary and Secondary Basin Plans...............................................................26 K. MOUSE Model ................................................................................................32 L. Chemical Root Control ....................................................................................32 M. Settlement Agreement Modifications...............................................................33 N. Proposal for Material Changes to the Settlement Agreement .........................34 O. Odor Outreach Plan Pursuant to Paragraph 36 ..............................................34 P. Odor Control Facilities Construction Progress Report ....................................35 Q. Additional Odor Control Measures Pursuant to Paragraph 55 as Amended by the 1st Modification to the Settlement Agreement: ...................................................38 R. Annual Supplemental Environmental Projects (SEPs) Status Report: ............38

FIGURES

Figure ES-1: Overall SSO Reduction by Fiscal Year as a Percentage of the Baseline Year SSOs ........................................................................................................................2 Figure ES-2: Sewer Odor Complaints...............................................................................3 Figure 1. Sewer Cleaning................................................................................................20 Figure 2. Sewer Line CCTV Condition Assessment .......................................................22 Figure 3. Condition Assessment Results ........................................................................23 Figure 4. FOG-Related SSO Reduction as a Percentage of the Baseline Year of 2000/01 SSOs...............................................................................................................................26 Figure 5. Primary Basin Plans.........................................................................................30 Figure 6. Secondary Basin Plans....................................................................................31 Figure 7. Chemical Root Control Program......................................................................33 Figure 8. Root-Caused SSO Reduction by Percentage during FY 2009/10 ...................33


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TABLES

Table 1: Status of Designated Rehabilitation and Replacement Projects.........................7 Table 2: Status of Sewer Relief Projects........................................................................12 Table 3: Capacity Report and Plan Additional Sewer Relief Projects .............................13 Table 4: Gauging locations with Peak Dry Weather Flow d/D Greater than 75% ...........14 Table 5: Gauging locations with Peak Dry Weather Flow greater than 50% but less than or equal to 75%...............................................................................................................15 Table 6: Gauging Locations with Reduced Flow (d/D Less Than or Equal to 0.5)..........18 Table 7: Sewer Cleaning Data ........................................................................................19 Table 8: Television Assessment Overview .....................................................................21 Table 9: Condition Assessment Results .........................................................................22 Table 10: Summary of FOG Control Program for FY 2009/10........................................24 Table 11: Detail Summary of WCSD Referral Investigations.........................................25 Table 12: Completed Secondary Basin Plans.................................................................27 Table 13: Construction Status of Odor Control Facilities ................................................36 Table 14: Status of Interim Odor Scrubbers....................................................................37 Table 15: Summary of Progress on SEPs ......................................................................39

ATTACHMENTS

Attachment A Sewer Rehabilitation And Replacement Annual Progress Report Attachment B Wastewater Capital Improvement Program Summary Attachment C Summary Status Of CSSA Deliverables Attachment D Supplemental Environmental Projects Attachment E FOG Residential Outreach Materials Attachment F Private Lateral Sewers Root Control Pamphlet Attachment G Odor Hotline Outreach Pamphlet


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ACRONYMS AND ABBREVIATIONS

Acronym or Abbreviation

Definition

ATF Air Treatment Facility Baykeeper Santa Monica Baykeeper CCTV Closed-Circuit Television CDO Cease and Desist Order City City of Los Angeles CIS Coastal Interceptor Sewer CSSA Collection System Settlement Agreement d/D The ratio between the depth of flow (d) in a sewer

pipe and the diameter (D) of the pipe ECA Engineering Contractors Association ECIS East Central Interceptor Sewer EIR Environmental Impact Report ERIS Eagle Rock Interceptor Sewer ERP/ERG Enforcement Response Plan/Enforcement

Response Guide FOG Fats, Oils, and Grease FSE Food Service Establishment FY City of Los Angeles’ Fiscal Year (July 1 through

June 30) GBIS Glendale-Burbank Interceptor Sewer In. Inches IRP Integrated Resources Plan LADWP Los Angeles Department of Water and Power LARWQCB Los Angeles Regional Water Quality Control Board MH Maintenance Hole MOUSE Model of Urban Sewer Evaluation NCOS North Central Outfall Sewer NEIS Northeast Interceptor Sewer NET North East Trees NORS North Outfall Relief Sewer NOS North Outfall Sewer PDWF Peak Dry Weather Flow POLA Port of Los Angeles RAP Los Angeles Department of Recreation and Parks SEP Supplemental Environmental Project USEPA The United States Environmental Protection Agency,

Region 9 WLAIS West Los Angeles Interceptor Sewer


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ES-1

EXECUTIVE SUMMARY The City of Los Angeles is pleased to present Annual Report No. 6 on the Collection System Settlement Agreement and Final Order (CSSA) for fiscal year ending on June 30, 2010. This report was prepared pursuant to Section VI.G and Paragraphs 36, 53, 55, and 94 of the Settlement Agreement and is also available on the Bureau of Sanitation website at www.lasewers.org/cssa The Settlement Agreement was designed to protect neighborhoods and improve water quality throughout Los Angeles by controlling sanitary sewer overflows (SSOs) through the implementation of a comprehensive program of sewer cleaning, upgrades, and repairs. The Settlement Agreement also provides for enhancement of the City’s odor control program through the implementation of an Odor Control Master Plan. Additional water quality improvements which will be provided by four supplemental environmental projects (SEPs) in selected neighborhoods are also included in the Settlement Agreement. This report documents the City’s continued commitment to the Settlement Agreement objectives. The City is in full compliance with, and in most cases has exceeded the requirements of, the Settlement Agreement. The majority of the required projects have been completed ahead of the scheduled due dates. These efforts have resulted in an outstanding reduction in sanitary sewer overflows. In Year Six (FY 2009/10), the total number of SSOs decreased to 139, an 80 percent reduction from the baseline FY 2000/01. The number of SSOs per 100 miles of sewer during Year Six was an all-time low of 2.1 SSOs per 100 miles of sewer. Sewer odor continues to decline and new measures are being tested and implemented for further odor control and mitigation in odor hot spots. In Year Six, reports of odor complaints from the community were reduced by nearly one half from the previous year. This represents a sharp decline following two years of increased sewer complaints, which were due to an increase in sewer construction activities. The current level of odor complaints displayed in Figure ES-2, is consistent with reduced levels that were achieved in previous years following the implementation of the Odor Control Master Plan. Four supplemental environmental projects are either in the bid and award or construction phase. These projects will provide additional water quality improvements by capturing and treating stormwater through constructed wetlands and Best Management Practices. The following is a brief summary of the Year Six accomplishments: SSO Control and Mitigation As shown in Figure ES-1, total SSOs were 80 percent less than in the baseline FY of 2000/01. Since FY 2002/03, as a result of a focused chemical root control and sewer cleaning program, root-caused SSOs have been reduced by 76 percent. SSOs caused by fats, oils, and grease (FOG) have been reduced by 91 percent since the inception of the FOG Control Program in FY 2000/01.


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Figure ES-1: Overall SSO Reduction by Fiscal Year as a Percentage of the Baseline Year SSOs

City of Los Angeles Sanitary Sewer Spill Reduction

687647

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444

207 200139

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2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10

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Achieved 80% Reduction in Sanitary Sewer Overflows

Odor Control and Mitigation The City continues to control and mitigate foul sewer odors through the implementation of its Odor Control Master Plan. A multitude of control and response measures are in place including:

Ongoing sewer air pressure and odor monitoring; Air flow studies; Air treatment using carbon scrubbers; Sewer cleaning and maintenance; Chemical treatment; Sewer construction and repair; Sealing of sewer maintenance holes; Trap maintenance holes inspection, cleaning, repair, and replacement; and Odor complaint response and investigation through the sewer odor hotline and

other means of receiving and responding to complaints. Sewer odor complaints declined in Year Six (FY 2009/10) after rising during the previous two years due to sewer ventilation and construction activities on major sewer lines. A total of 571 odor complaints were received and investigated in FY 2009/10. One hundred thirty four of these complaints were sewer related, representing a decrease of 48% from FY 2008/09. Odor control activities are routinely reported to the community Odor Advisory Board. On August 19, 2010, the City issued the FY 2009/10 Sewer Odor Hotline Program and Odor Control Measures Summary Annual Reports to the OAB and the parties to the Settlement Agreement.


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On November 12, 2009, the Court entered the 1st Modification to the Settlement Agreement that had been agreed to by the parties as a means to enhance the odor provisions of the Settlement Agreement. Among other enhancement measures, the 1st Modification provided for annual updates of the Odor Control Master Plan and an Air Treatment Facilities (ATF) Evaluation Study. The Study includes air flow modeling in targeted areas, study of siphons along major interceptors, study of air flow through four drop structures at the proposed ATF locations, and an evaluation of the proposed ATFs. The first annual update of the Odor Control Master Plan was issued on August 31, 2010. The ATF Evaluation Study is in progress with scheduled completion by November 30, 2010. In Year Six the City hired a Community Liaison and an Independent Odor Control Expert (Odor Expert) Pursuant to the 1st Modification. The Community Liaison serves the community by communicating sewer odor conditions, comments, issues and suggestions to the City, with a focus on sewer odor control activities and the ATF Evaluation Study. The Odor Expert reports to the Odor Advisory Board and provides independent review of the implementation of the odor control activities and studies.

Figure ES-2: Sewer Odor Complaints

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Sewer Odor Complaints


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Fats, Oils, and Grease (FOG) Control Program A total of 9,196 permitted Food Service Establishments (FSEs) were identified at the beginning of Year Six. All were inspected during the FY for compliance with Clean Kitchen Best Management Practices, industrial wastewater permit requirements, and other FOG Control Program requirements. The City conducted a total of 13,050 inspections, required the installation of 261 grease interceptors, issued 876 NOVs and 125 conditional waivers, and processed 560 enforcement cases. Tables 10 and 11 summarize the Year Six FOG Control Program activities. Root Control Program The Settlement Agreement required root chemical treatment of a minimum of 150 miles of sewers per year during the first two years of the Agreement only (FYs 04/05 and 05/06). The City, however, continues this practice to inhibit roots re-growth and intrusion into sewers in root hot spot areas. In Year Six, 9,451 pipes or 389 miles of root-infested sewers were treated. The City continues its private sewer laterals root control community outreach in targeted root hot spot areas. Attachment F is the root control pamphlet that is routinely sent to properties in these areas . A dedicated phone line, (323) 342-6223; an email address, [email protected]; and a web site http://www.lasewers.org/sewers/roots, continue to serve as valuable tools to provide property owners with information and assistance in inspection, maintenance, and replacement or rehabilitation of sewer laterals. Sewer Cleaning In Year Six, 125,417 sewer pipe reaches were cleaned, more than double the CSSA minimum requirement of 60,000 reaches. The three-year rolling average of pipes cleaned was 120,523 sewer reaches, exceeding the minimum requirement of 65,000 reaches by 85 percent. Condition Assessment Closed Circuit Television (CCTV) condition assessment inspection of 816 miles of sewer was completed in Year Six, exceeding the minimum requirement of 600 miles. Of this total, 649 miles were first-time assessment. The City proposes to bank 172 miles pursuant to Paragraph 16 of the Settlement Agreement. Ninety-nine (99) percent of the sewers assessed are in fair to excellent condition. Sewer Repairs and Upgrades Sewer Master Plans: All 26 Primary Basin Plans that were required through Year Five were completed in Year Four (FY 2007/08). In Year Five, the City began updating these plans by incorporating the wet weather calibration results from the Mike Urban Hydrodynamic Model, which was completed in April 2009. Nine additional Secondary Basin Plans were completed in Year Six, bringing the total completed to 75 out of 100 required through Year Ten.


ES-5

Primary and Secondary Basin Plans provide a footprint for future capital improvement projects. Sewer Rehabilitation and Replacement Projects: All 55 designated rehabilitation and replacement projects listed in Appendix B of the Settlement Agreement were completed in Years One through Four. The Settlement Agreement also requires a minimum total of 50 miles per year of sewer rehabilitation and replacement (Mileage Requirements) beginning with Year Four of the Agreement. The City’s approach to meeting the Mileage Requirement is detailed in its approved Wastewater Collection System Rehabilitation and Replacement Report and Plan dated June 30, 2006. Fifty-five (55) miles of sewer renewal was completed in Year Six. The City proposes to bank five (5) miles pursuant to Paragraph 28 of the Settlement Agreement. A total of 210 miles of sewer have been renewed as part of the Mileage Requirements, including 60 miles which the City has banked. The Settlement Agreement also requires a three-year-rolling average requirement of a minimum of 60 miles per year of sewer renewal beginning with the three-year period comprising Years Four through Six. The average sewer renewal for the three-year period ending with Year Six is 70 miles per year. The City proposes to bank 10 miles for possible future use. Sewer Relief Projects: Nine (9) of the 10 sewer relief projects designated in Appendix A to the Settlement Agreement were completed in the first three years. The construction end date for the remaining project, the Avenue 45 Arroyo Drive Relief Sewer, was extended due to unforeseen construction delays. This project is in construction and on schedule for completion by its revised due date of October 31, 2010. In June 2009, five additional relief sewer projects were approved as part of the City’s Settlement Agreement required Capacity Report and Plan. These projects are in progress in various implementation phases and described in more detail in Section C. of this Annual Report. Supplemental Environmental Projects (SEPs) A construction contract was awarded for the South Los Angeles Storm Water Treatment Project at 54th and Avalon Street. The City is committing $3.7 million to the project, well above the $2 million suggested financial commitment provided in Appendix C to the Settlement Agreement. Design of the North Atwater Creek Restoration & Water Quality Enhancement has been completed and the project is in the bid & award phase. The Downtown Los Angeles Storm Drain Low-Flow Diversion Project was awarded and is in pre-construction phase. A groundbreaking event is being scheduled and all parties to the Settlement Agreement will be invited. The Garvanza Park Water Quality Enhancement BMP Project was substituted for the Hazard Creek and Inner Cabrillo Beach SEPs pursuant to the 1st Modification to the Settlement Agreement. The City’s work plan for this project was approved by the USEPA and RWQCB on February 22, 2010. The project is in bid & award phase and has an


ES-6

estimated total cost of $3.9 million, of which $2.6 million is construction costs. By comparison, the total financial commitment set forth in the Settlement Agreement for the two substituted projects combined was $1.75 million. Settlement Agreement Program Management The City’s Settlement Agreement Committee (SAC) members include representatives from the Department of Public Works’ Bureaus of Contract Administration, Engineering, and Sanitation and the City Attorney’s Office. The SAC continues to meet quarterly and oversee and facilitate progress of the CSSA. The group also and makes regularly scheduled progress reports to the Board of Public Works and the City Council.


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INTRODUCTION

Purpose This Annual Report has been prepared by the City of Los Angeles (City) pursuant to Section VI-G and Paragraphs 36, 53, 55, and 94 of the Collection System Settlement Agreement and Final Order (CSSA). This report summarizes the City’s progress during Year Six of the Settlement Agreement ending on June 30, 2010. This report is also available on the Bureau of Sanitation’s website at http://www.lasewers.org/cssa.

Background Original Settlement Agreement Entered by the Court in October 2004: February 1998 was the wettest February in Los Angeles’ history. Sanitary sewer overflows (SSOs) occurred in a number of communities, with the majority occurring in the Eagle Rock and South Los Angeles areas. In response to these SSOs, the Los Angeles Regional Water Quality Control Board (LARWQCB) issued a Cease and Desist Order (CDO) requiring construction of several new sewer lines to prevent additional wet weather overflows. These projects were scheduled for completion within seven years and approached a cost of $600 million. During the same time period, the Santa Monica Baykeeper (Baykeeper) filed a Federal lawsuit against the City asking for injunctive relief due to the SSOs. In January 2001, the USEPA, the LARWQCB and a number of community groups representing residents in South Los Angeles joined the Baykeeper in its lawsuit. The plaintiffs alleged that the City’s SSOs and odor problems violated the Clean Water Act and the terms and conditions of the National Pollutants Discharge Elimination System (NPDES) Permits issued to Hyperion Treatment Plant and Terminal Island Water Reclamation Plant for the operation and maintenance of the City’s sewer system. The East Central Interceptor Sewer (ECIS), a requirement of the CDO, was completed and placed into service in August 2004. ECIS provided additional wastewater conveyance capacity in the Central and South Los Angeles areas. The City achieved full compliance with the LARWQCB’s CDO in May 2006 when the last CDO requirement, the Eagle Rock Interceptor Sewer (ERIS), was completed. With the City’s enhancements to its sewer system and renewed commitment by all parties to reach a manageable settlement that would protect neighborhoods and improve water quality throughout Los Angeles, the parties were able to reach this landmark settlement in August 2004. The objectives of the CSSA were: to resolve the pending consolidated litigation; to design a program that the City would implement to reduce SSOs through sewer cleaning, upgrades, and repairs; and to investigate, resolve, and mitigate sewer odors to the maximum extent practicable. The CSSA was signed by all parties and filed with the Court on August 5, 2004. On October 29, 2004, the United States Central District Court officially approved and entered the CSSA. The following is a summary of the Settlement Agreement requirements. The City is required to:


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1) Enhance the City’s sewer condition assessment program. Assess a minimum of

600 miles of sewers annually with focus on older sewers and those susceptible to blockages.

2) Increase the City’s sewer repair, rehabilitation, and replacement efforts. Commit to the current program as set forth in Appendices A and B to the CSSA for the first three years and evaluate future needs with a minimum commitment to renewing 50 miles per year beginning with Year Four of the CSSA and 60 miles per year on a three-year-rolling-average basis beginning with the three-year period ending with FY 2009/10.

3) Continue with the City’s Fats, Oils, and Grease (FOG) Control Program and enhance the inspection and enforcement of the Program.

4) Upgrade sewer cleaning efforts with a focus on those sewers that are prone to blockages. Commit to a minimum annual sewer cleaning of 60,000 pipe reaches or approximately 2,600 miles.

5) Continue with current chemical root control efforts for the first two years of the agreement in sewers prone to blockages, and expand the program to meet future needs.

6) Increase the City’s collection system capacity evaluation and assurance efforts. Implement identified relief sewer projects for the first three years and evaluate needs for the future. Revise the City's sewer design criteria to account for wet weather flow. Perform the necessary master planning for both primary (<15 in.) and secondary (> 15 in.) sewers and upgrade computer modeling capabilities to be used as enhanced planning tools.

7) Operate the sewer odor hotline and the necessary odor control efforts while expanding it Citywide. Construct the planned odor control facilities and continue the odor assessment and mitigation measures including the preparation of a City-wide odor control master plan.

8) Implement $8.5 million in supplemental environmental enhancement projects in lieu of penalties.

9) Continue with the sewer spill reporting on a quarterly basis. 10) Abide by the term of the CSSA (10 years) with possible early termination. 1st Modification to the Settlement Agreement Entered By the Court in November 2009: In the original Settlement Agreement, the City was required for to build seven (7) Air Treatment Facilities (ATFs) throughout the City to address odor problems in selected odor hot spots. The permanent facilities were to replace seven of the City’s 13 interim odor scrubbers. Planning and design for all seven ATFs was completed and two construction contracts were awarded in 2007. Following construction of major interceptors including ECIS and NEIS, and based on actual data collected during the operation of these interceptors, the City discovered that the actual sewer air flows were different the results predicted by the model. The interim scrubbers were performing at varying levels of success and technical feasibility of the permanent ATFs was called into question due to the poor performance of the interim scrubber at 23rd & San Pedro. As a result, the parties agreed to a Modification to the Settlement Agreement which was entered by the Court in November 2009, herein referred to as the 1st Modification. The 1st Modification provided for enhancements to the odor provisions of the Settlement Agreement including an ATF Evaluation Study and annual updates of the Odor Control Master Plan. The 1st Modification also includes a substitute SEP, which replaces two smaller SEPs. The following deliverables in the 1st Modification are outlined below:


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Expand participation in the Odor Advisory Board by including additional

interested community representatives in South Los Angeles. Hire a

Community Liaison to assist the Citizen Plaintiffs and other members of

the Community. Hire an Independent Odor Control Expert to oversee the

implementation of the odor control activities and studies and report to

Citizen Plaintiffs.

Complete an ATF Evaluation Study no later than June 30, 2010. Update the existing Odor Master Plan by September 30, 2009 and

annually thereafter by June 30th of every year until the termination of the

Settlement Agreement.

Implement the ATF Projects on the following extended schedules:

Project Title Construction End Date ATF – Jefferson Siphon (Jefferson & La Cienega) September 30, 2010

ATF – NCOS Jefferson & Rodeo (6000 Jefferson) May 6, 2011

ATF – Mission & Jesse TBD pending ATF Study

23rd and San Pedro TBD pending ATF Study

At NORS Connection in Culver City TBD pending ATF Study

Humboldt and San Fernando TBD pending ATF Study

Richmond and Mission TBD pending ATF Study

Eliminate 23rd and San Pedro from the list of locations requiring installation and operation of an interim carbon odor scrubber.

Develop a scope of work to improve the sewer gas conveyance at the

undersized air line for the NORS siphon crossing at the 405 Freeway. The City shall complete, and submit to the Plaintiffs for consideration, a scoping report for this project no later than December 30, 2009.

Complete 300 citywide sewer gas trap replacements by June 30, 2013.

Develop, and submit for consideration, a maintenance and repair program

for all active carbon scrubbers which will assure the designed treatment of all air flow.


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Implement the Garvanza Park Water Quality Enhancement BMP Project in lieu of the Hazard Park and Inner Cabrillo Beach SEPs.

2nd Modification to the Settlement Agreement (Pending): According to the 1st Modification, the City was to hire the Odor Expert within 180 days after the Court entry of the 1st Modification or as soon as practicable thereafter, and to complete the ATF Evaluation Study (Study) by June 30, 2010. A principle task of the Odor Expert was to review and provide comments on work plans and progress reports for the various Study components such as sewer air flow modeling, NORS siphon, and sewer drop structures. As required, the City hired the Odor Expert in March 2010. To meet the 1st Modification’s milestones and deadlines, however, the City had already started implementing its requirements, including the ATF Evaluation Study. As such, certain components of the Study had already been completed before the Odor Expert could be brought on board. This necessitated an extension of the ATF Evaluation Study to accommodate the Odor Expert’s full participation in the Study per the terms of the 1st Modification. Furthermore, in March 2010, the City requested the USEPA and LARWQCB to approve an extension of the construction end date for the Washington Oxford Relief Sewer Project due to an unforeseen unavailability of a micro-tunneling boring machine, pursuant to paragraph 58 of the Settlement Agreement. In response, the City was informed that any schedule extensions would require approval of the United States Department of Justice. Based on the foregoing, the parties to the Settlement Agreement agreed to a 2nd Modification which is currently being circulated for signatures of the parties as of the date of this Annual Report. The 2nd Modification does not entail a material change to the Settlement Agreement and, therefore, may be effected by the mutual assent of the parties without a Court approval pursuant to Paragraph 166 of the Settlement Agreement. The following is a summary of the 2nd Modification: 1) ATF Evaluation Study:

A public workshop shall be held by October 4, 2010.

Additional interim status reports by June 30, 2010 and September 30, 2010.

The final report due date is extended from June 30 to November 30, 2010.

2) NORS Siphon Pre-Design Report: The deadline for submission of the pre-design report is extended from July 1, 2010 to 120 days after the submission of the final report for the ATF Evaluation Study. 3) Odor Master Plan: The due date for the annual Odor Master Plan updates is revised from June 30 to September 1 of every year until termination of the Settlement Agreement.


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4) Washington Oxford Beach Relief Sewer: The construction end date for the approved Washington Oxford Beach Relief Sewer Project identified in the Capacity Report and Plan pursuant to Paragraph 19 is extended by eight months from July 1, 2010 to March 1, 2011.


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ANNUAL REPORT This Annual Report presents the City’s progress in its Collection System Settlement Agreement program during fiscal year 2009/10 ending on June 30, 2010. The content and structure of the Report are based on the requirements set forth in Section VI-G (Paragraphs 70 through 72) and Paragraphs 36, 53, 55, and 94 of the Settlement Agreement. The Report's sections appear in the same alphabetical order (“A” through “N”) of Section VI-G and continue with additional sections (“O” through “R”) pursuant to Paragraphs 36, 53, 55, and 94. A. Designated Rehabilitation and Replacement Projects Appendix B of the CSSA designated 55 sewer rehabilitation and replacement projects. All 55 projects were completed by Year Four of the Agreement, most ahead of schedule.

Table 1: Status of Designated Rehabilitation and Replacement Projects

No. Project Title CSSA

ConstructionEnd Date

Project Status

Comments

1 EQ RPR SWRS U298

12/14/04 Completed 6/9/04.

Completed 188 days ahead of schedule.

2 EQ RPR SWRS U277

1/13/05 Completed 7/20/04.


3 EQ RPR SWRS U269

1/13/05 Completed 7/20/04.


4 EQ RPR SWRS U290

2/11/05 Completed 6/10/04.


5 EQ RPR SWRS U289

2/11/05 Completed 6/10/04.


6 SAN PEDRO AREA SWR REHAB

2/28/05 Completed 9/7/04.


7 EQ RPR SWRS U346

3/16/05 Completed 5/4/04.


8 EQ RPR SWRS U344

3/16/05 Completed 5/4/04.


9 EQ RPR SWRS U373

4/15/05 Completed 5/12/04.


10 EQ RPR SWRS U369

4/15/05 Completed 5/12/04.


11 EQ RPR 5/16/05 Completed Completed 327 days ahead of schedule.


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Project Status

Comments

SWRS U327 6/23/04.

12 EQ RPR SWRS U317

5/16/05 Completed 6/23/04.


13 SOUTH LA CSRP U – 6

7/30/05 Completed 8/4/04.



7/30/05 Completed 8/4/04.



7/30/05

Completed 12/22/04.


16 WILSHIRE AREA NE SWR REHAB

Original 8/30/05 Revised 11/30/05

Completed 9/9/05.

Completed 82 days ahead of revised schedule.

17 MT WASHINGTON AREA SWR REHAB

9/30/05 Completed 11/2/04.


18 S BOYLE AREA SWR REHAB

12/8/05 Completed 8/10/05.


19 HOLLYWOOD AREA PRIM SWR REHAB

12/30/05 Completed 3/2/05.


20 4TH SHATTO VERMONT SWR REHAB


Completed 2/3/06.

Completed 55 days ahead of revised schedule.

21 EQ RPR SWRS U274

3/16/06 Completed 10/6/04.


22 EQ RPR SWRS U340

4/15/06 Completed 3/25/05.


23 EQ RPR SWRS U283

4/15/06 Completed 3/25/05.


24 HARBOR AREA CSRP U- 6

5/30/06 Completed 8/2/05.


25 NICHOLS CYN ESMT SWR REPLC

5/31/06 Completed 12/27/05.



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Project Status

Comments

26 EQ RPR SWRS U300

7/15/06 Completed 11/15/04.


27 EQ RPR SWRS U299

7/15/06 Completed 11/15/04.


28 LAS PULGAS CANYON SWR REPLC

7/30/06 Completed 4/28/06.

Completed 93 days ahead of schedule

29 HOLLYWOOD AREA CSRP U- 2

7/30/06 Completed 9/9/05.


30 EQ RPR SWRS U295

9/15/06 Completed 6/30/05.


31 EQ RPR SWRS U292

9/15/06 Completed 6/30/05.


32 EQ RPR SWRS U291

9/15/06 Completed 6/30/05.


33 EQ RPR SWRS U354

10/14/06 Completed 10/3/05.


34 EQ RPR SWRS U339

11/15/06 Completed 10/3/05.


35 EQ RPR SWRS U338

11/15/06 Completed 10/3/05.


36 EQ RPR SWRS U320

12/15/06 Completed 9/30/05.


37 EQ RPR SWRS U316

12/15/06 Completed 9/30/05.


38 WASHINGTON FLOWER GRAND SWR REPLC


Completed 7/17/07.

39 CENTRAL AREA CSRP U-5

12/30/06 Completed 12/06/05.


40 CENTRAL AREA CSRP U-3 & U-4

12/30/06 Completed 6/17/06.


41 12TH HILL SWR REHAB

12/30/06 8/31/06 Completed 121 days ahead of schedule.

42 SAN FERNANDO

12/31/06 9/15/06 Completed 107 days ahead of schedule.


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Project Status

Comments

PSDNA SWR REHAB

43 EQ RPR SWRS U294

1/1/07 Completed 6/15/05.


44 EQ RPR SWRS U293

1/16/07 Completed 6/15/05.


45 EQ RPR SWRS U319

2/15/07 Completed 11/14/05.


46 EQ RPR SWRS U318

2/15/07 Completed 11/14/05.


47 HARBOR AREA CSRP U-3

3/3/07 Completed 2/14/06.


48 EQ RPR SWRS U342

3/15/07 Completed 3/15/06.


49 EQ RPR SWRS U341

3/15/07 Completed 3/15/06.


50 FLINT AVE G ST SWR REPLC

3/24/07 Completed 6/13/06.


51 EQ RPR SWRS U304

4/14/07 Completed 4/21/06.


52 EQ RPR SWRS U296

4/14/07 Completed 4/21/06.


53 HOOVER ST SWR REHAB

5/02/07 Completed 4/06/07.


54 LINCOLN 83RD SWR REPLC

6/30/07 Completed 9/30/06.


55 HARBOR AREA CSRP U- 5 & WILM U-20

6/30/07 Completed 9/13/06.


B. Rehabilitation and Replacement – Mileage Requirements The Settlement Agreement provides for a minimum total of 50 miles per year of rehabilitation or replacement in Years Four through Ten and a three-year-rolling average


11

of a minimum of 60 miles per year starting with the three-year period ending with Year Six. The City repaired, rehabilitated, or replaced a total of 55 miles of sewer in Year Six and a total of 210 miles in Years Four through Six. Pursuant to Paragraphs 28 and 29, the City proposes to bank five (5) miles for the yearly and 10 miles for the three-year-rolling average mileage requirements. The total proposed banked miles to date for the yearly requirement is 60 miles which includes 55 banked miles from previous years. Attachment A is the annual progress report on the City’s Rehabilitation and Replacement Report and Plan implementation and includes: 1. A summary progress report for FY 2009/10, 2. A detailed progress report including a list of Condition D and E pipes that were

renewed during the fiscal year, and 3. An overview map of all sewer pipe reaches renewed and all new pipes installed

during the fiscal year.

C. Sewer Relief Projects Pursuant to Paragraph 18 of the Settlement Agreement, 10 sewer relief projects listed in Appendix A were to be completed during the first three years of the Agreement. Table 2 summarizes the status of these projects. As shown, nine (9) projects were completed by the end of Year Three. The construction end date for the Avenue 45 Arroyo Drive Relief Sewer Project was extended from October 6, 2006 to October 31, 2010 due to unforeseen construction impediments related to real estate acquisition and geotechnical and groundwater conditions discovered after completing the original design and advertising the project for construction. Design changes were made to overcome or avoid construction obstacles. The project was re-bid and a contract was awarded in June 2007. Project construction is in progress and is scheduled for completion by the revised due date of October 31, 2010. As required by the Settlement Agreement, the City completed a Capacity Report and Plan for USEPA and LARWQCB review, including a list of additional relief sewer projects for approval. The Plan details the City’s approach to system evaluation and capacity assurance including flow monitoring, trigger flow determination for future relief projects, and identification of additional sewer relief projects. On June 29, 2009, the USEPA and LARWQCB approved a proposed list of five additional relief sewer projects included with the Capacity Report and Plan. As required by the Settlement Agreement, all projects scheduled for implementation by June 30, 2014 were included. Table 3 lists and summarizes the status of these projects.


12

Table 2: Status of Sewer Relief Projects


Construction End Date

Project Status Comments

1 EAST CENTRAL INTERCEPTOR SEWER 8/27/04 Completed

8/9/04. Completed 18 days ahead of schedule.

2 NORTH EAST INTERCEPTOR SEWER, PHASE 1 10/30/05 Completed


3 AVE 45 ARROYO DR RELIEF SEWER


On Schedule 97% Complete

4 EAGLE ROCK INTERCEPTOR SEWER 10/30/06 Completed


5 BAYWOOD BENEDICT EASEMENT SEWER 10/31/06 Completed


6

FLOWER WASHINGTON PICO SEWER


Completed 9/22/06.

An extension request granted to March 31, 2007.

7 BUCKINGHAM ROAD DIVERSION SEWER 11/11/06 Completed


8 SEPULVEDA SHERMAN OAKS/ VALLEY MEADOW RELIEF SEWER


Completed 12/28/06.

Completed 2 days ahead of original schedule.

9 NOS DIVERSION AT HUMBOLDT STREET BTW AVE 18 & SAN FERNANDO ROAD


Completed 4/16/07.

An extension request granted to October 31, 2007.

10 SLAUSON / VAN NESS / COS EXTERNAL BYPASS 12/31/06 Completed



13

Table 3: Capacity Report and Plan Additional Sewer Relief Projects

No. Project Title

CSSA Construction

End Date Project Status Comments

1 ALVARADO CRANDALL RELIEF SEWER

7/1/2010

Construction

complete.

Post construction activities ongoing.

2 BUCHANANRELIEF SEWER 5/31/2010

Complete.

On schedule.

3

FIGUEROA MERIDIAN YORKRELIEF SEWER

10/30/2012

In bid & award.

On schedule.

4

WASHINGTON OXFRD

BEACH RELIEF SEWER

Original Due

Date 7/1/2010;

Revised Due Date 3/1/2011

Construction

75% complete.

On schedule.

5 COS (formerly 60TH STREET

INTERCEPTOR SEWER, 8TH AVE TO VAN NESS)

6/30/2014

Pre-design

report complete.

On schedule.

D. Capacity Exceptions List The Capacity Exceptions Lists are provided below in Tables 4 and 5. Table 4 lists sewer gauging locations with peak dry weather flow (PDWF) depth greater than 75 percent of the pipe diameter and Table 5 lists locations with PDWF depth greater than 50 percent but less than or equal to 75 percent of the pipe diameter. A total of 77 locations appear on the exception lists. Nineteen locations have been removed from previous years’ lists due to either the completion of a capital improvement project, a newly implemented cleaning/maintenance routine, or the citywide decrease of sewer flows (~10% observed at the Hyperion Treatment Plant) as a result of the City’s water conservation ordinance including tiered billing system and new lawn watering policies. The Settlement Agreement requires that the City report planned actions at locations where flow depth exceeds the City trigger flow level of 75 percent of the pipe diameter. Additional information on planned actions is provided in Table 4. Table 6 lists gauging locations that were reported in the Year Five Annual Report as having PDWF depth greater than 50 percent of the pipe diameter, but do not appear in the exceptions list (Table 4 or 5) in this Annual Report. The decrease in flow depth


14

generally indicates improvements in sewer hydraulics due to specific actions taken. Reduced flows are also attributable to the City’s water conservation ordinance.

Table 4: Gauging locations with Peak Dry Weather Flow d/D Greater than 75%

No. MH No. Location Size (in)

d/D Plan / Proposed Action

1 55807126 NORMANDIE AV AT 64TH ST

30 Flowing full

Will be addressed in the Normandie Sewer Replacement/Rehab project.

2 46715026 R/W 800' S/O ECHO ST AT AVE 50

18 Flowing full

The Avenue 45 Arroyo Dr Relief Sewer will provide relief.

3 55807086 62ND ST N/S 33' E/O HARVARD BL.

54 Flowing full

Will be addressed in the 74th Street Sewer Rehab project.

4 55806220 VAN NESS AV AT 59TH ST 54 Flowing full

Will be addressed with the 74th Street Sewer Rehab project.

5 49401010 MYRA AV W/S 1ST MH N/O SUNSET BL

14 0.88 Debris build-up causing flow restriction. Regular maintenance has been requested.

6 56007001 HAVELOCK AV 200' W/O MARSHALL DR

24 0.84 Debris build-up from flat slopes. Pipe has been cleaned and a regular maintenance schedule requested.

7 55802143 4TH AV W/S 75' N/O SLAUSON AV

75 0.83 Will be addressed in the 4th Avenue/Slauson Avenue Sewer Rehab Project

8 51806192 CRESCENT HEIGHTS BL AT AIRDROME ST

39 0.76 Will be addressed by the LCIS Rehab Blackwelder to Melrose Project.


15

Table 5: Gauging locations with Peak Dry Weather Flow greater than 50% but less than or equal to 75% No. MH No. Location Size (in) d/D

1 35809050 FOX ST AT OMELVEN AV 18 0.75

2 55807066 WESTERN AV CL 300' S/O 60TH PL 18 0.71

3 49301183 HIGHLAND AV 1ST MH S/O ROMAINE ST 18 0.70

4 39913010 SHERMAN WY 650' W/O HAZELTINE AV 27 0.70

5 49208011 ORANGE DR E/S 320' S/O WILLOUGHBY AV 18 0.68

6 51815096 ADAMS BL AT BURNSIDE AV (NORTH) 21 0.66

7 53602139 ARLINGTON AV E/S 175'S/O 36TH ST 30 0.66

8 53503180 LA BREA AV W/O W/PL 729' N/O RODEO RD 54 0.66

9 49505018 BLAKE AV. AT DUVALL ST (D/S SLOPE) 48 0.66

10 61311104 D ST 210' E/O MCFARLAND ST 16 0.64

11 49210068 LA CIENEGA BL W/S 2ND MH S/O BEVERLY BL 18 0.64

12 55812097 FLORENCE AV 350' E/O VERMONT AV 20 0.64

13 55702119 AVALON BL E/S 250' N/O SLAUSON AV 18 0.63

14 53603048 JEFFERSON BL S/S E/O GRAMERCY PL 20 0.63

15 38809101 WOODMAN AV E/S (IN PKWY) 600' S/O TERRA BELLA ST

21 0.63

16 61309059 KING AV 50' S/O ALTON ST 18 0.63

17 51810122 STEARNS DR AT GUTHERIE AV 39 0.63

18 51806094 CRESCENT HEIGHTS BL E/S @ SATURN ST 21 0.62

19 53803144 CONCORD ST AT OPAL ST 14 0.62

20 49510098 NORTH BROADWAY AT SICHEL ST. 15 0.62

21 39808045 VAN NUYS BL 330' N/O BLYTHE ST 15 0.62

22 55807040 60TH ST N/S 1ST MH W/O ST. ANDREWS PLACE

39 0.62

23 43002094 RESEDA BL 27 0.62

24 49311066 WESTERN AV 1ST MH S/O BEVERLY BL 14 0.62

25 53203013 ENTRADA DR @ SHORT ST 24 0.61

26 44305264 VALLEY SPRING LN N/S 25' E/O BECK AV 48 0.61

27 39212013 PLUMMER ST. S/S 25' S/O CL 50' E/O HANNA AV

18 0.60

28 51703076 IROLO ST 225' S/O 7TH ST 20 0.60

29 55803144 NORMANDIE AV AT 58TH ST 16 0.59

30 49307156 MAPLEWOOD AV AT HOBART BL 16 0.58


16


31 56007106 RANDALL ST AT BEATRICE ST. 27 0.58

32 55701114 BROADWAY AT 58TH ST 16 0.58

33 51814020 WASHINGTON BL N/S 30' SW/O FWY OFFRAMP CL

15 0.58

34 44306177 ACAMA ST AT FAIR AV 66 0.57

35 51805019 SHENANDOAH ST E/S 3RD MH S/O PICO BL. 33 0.57

36 46811068 RIPPLE PL. (E/S GLENDALE FWY) 480' N/O GLENEDEN ST.

48 0.57

37 56108008 ALLEY N/O HAYWRD ST AT MARR ST 24 0.57

38 53606135 3RD AV 600' N/O 39TH ST 60 0.57

39 49210184 HOLT AVE 27 0.57

40 61314067 A ST AT MARINE AV 18 0.56

41 51816109 ADAMS BL S/S AT PALM GROVE AV 15 0.56

42 52016164 GRANVILLE AV E/S 2ND MH S/O CLAYRES AV 30 0.56

43 51812090 ORANGE DR 5' W/O CL ALLEY S/O WASHINGTON BL

45 0.56

44 35016064 ORO GRANDE ST S/S 370' SW/O S.F. RD 18 0.55

45 38805133 PIERCE ST 330' SW/O VARNA AV 21 0.55

46 46816021 NEWELL ST. 250' NE/O BLAKE AV. 24 0.55

47 39713166 CREBS AND VANOWEN 450' UPSTREAM OF 39713169.

36 0.55

48 53603058 JEFFERSON BL AT BRIGHTON AV 18 0.54

49 51514137 FICKETT ST. 16 0.54

50 49204019 ORANGE DR E/S AT 320' S/O FOUNTAIN AV 15 0.54

51 49413010 NORTH CORONDOLET ST AT COUNCIL ST 15 0.53

52 51608130 LOS ANGELES ST E/S 100' S/O 3RD ST 36 0.53

53 55812135 VERMONT AV E/S AT 75TH ST 27 0.53

54 51814001 LA CIENEGA BL W/S 400' N/O VENICE BL 18 0.53

55 51803132 ALLY BET FAIRFAX & HAYWORTH 1ST MH S/O OLYMPIC

21 0.53

56 49216010 MARTEL AV E/S 50' S/O 3RD ST 72 0.53

57 52016117 BUNDY DR E/S AT ALLEY S/O EXPOSITION BL 18 0.53

58 42701116 LANKERSHIM BL. W/S AT HAMLIN ST W/INT. 15 0.53

59 46806003 GLENFELIZ BLVD AT APPLETON ST 48 0.52

60 53613008 VERNON AV 75' E/O 11TH AV 66 0.52


17


61 49401178 LOCKWOOD AV 350' E/O VIRGIL AV 15 0.52

62 53407095 VENICE BL S/S 100' E/O WESTWOOD BL 60 0.51

63 53609063 BRONSON AV 150' S/O 41ST ST 66 0.51

64 49214055 SAN VINCENTE BL AT 6TH ST 21 0.51

65 61306052 GULF AV 300' S/O M ST 18 0.51

66 53701091 JEFFERSON BLVD E/O HOOVER ST 52 0.51

67 49509071 AVE 18 220' S/O PASADENA AV. 24 0.51

68 52004021 GAYLEY AVE AND KINROSS AVE 18 0.51

69 62013020 PALOS VERDES 50' N/O 6TH ST 33 0.51


18

Table 6: Gauging Locations with Reduced Flow (d/D Less Than or Equal to 0.5) No. MH No. Location Size (in) Year Five

d/D Current

d/D 1 44202103 FULTON AV 240' S/O KLING ST 18 0.72 0.27

2 42710069 TUJUNGA AV E/S AT COLLINS AV 15 0.68 0.49

3 44305072 WOODBRIDGE ST 150 FT W/O RADFORD AVE

48 0.67 0.39

4 55804099 BUDLONG AV AT 58TH ST W/INTERSECTION

16 0.64 0.47

5 42813007 CHANDLER BL 10' S/O N/RDWY AT CALHOUN AV

42 0.63 0.44

6 42813015 CHANDLER BL 10' S/O N/RDWY 430' W/O RANCHITO AV

54 0.59 0.43

7 56601102 FIGUEROA ST S/O 87TH ST 18 0.59 0.37

8 53410035 VICTORIA AV @ BUTLER AV 36 0.58 0.49

9 42815021 CHANDLER BL AT ETHEL AV 48 0.58 0.46

10 46811031 FLETCHER DR 300' S/O LARGA AV LEFT LN OPP FWY OFFRAMP

15 0.58 0.37

11 55804104 VERMONT AV E/S AT 58TH ST 16 0.57 0.44

12 55807098 WESTERN AV AT GAGE AV 18 0.56 0.43

13 39611031 SATICOY ST N/S 270' W/O OSO AV

15 0.56 0.48

14 53504136 M.L.KING BL AT RODEO RD (35' S/O N/CURB)

54 0.56 0.48

15 53408043 OVERLAND AV AT CULVER BL. 60 0.54 0.49

16 53807146 CALZONA ST 1ST MH S/O UNION PACIFIC AV

15 0.53 0.43

17 44202135 MILBANK ST AT MAMMOTH AV 18 0.53 0.39

18 61314074 FRIES AV W/S S/O A ST 21 0.51 0.46

19 358-15-038 PIERCE ST 205' SW/O PALA AV 18 0.51 0.50

E. Wastewater Capital Improvements Pursuant to Subparagraph 71.e of the Settlement Agreement, a summary of the City’s current 10-year capital improvement expenditure plan is provided in Attachment B of this Annual report. A complete copy of the current 10-year Wastewater Capital Improvement Program (FYs 20010/11 through 2018/19) is available on the web at http://www.lacitysan.org/fmd/WCIP. A hard copy will be provided upon request. The City expended approximately $197 million in wastewater capital improvements in Year six (FY 2009/10), including $84 million (43 percent) for collection system improvements.


19

F. Sewer Cleaning A summary of the sewer cleaning program progress is provided in Table 7 and Figure 1 below. As shown, the City complied with all requirements for Year Six and exceeded the minimum cleaning requirement of 60,000 pipe reaches by 65,417 reaches.

Table 7: Sewer Cleaning Data Compliance Item CSSA Annual

Requirement Three-Year

Rolling Average

Requirement

Cleaned in FY 2007/08



FY 2009/10Three-Year

Rolling Average

Number of Pipe Reaches

60,000 65,000 119,953 116,199 125,417 120,523

Length of Pipe Reaches

2,600 Miles 2,800 Miles 5,480 Miles

5,467 Miles

5,903 Miles

5,616 Miles

Number of Hot Spot Pipe Reaches

Not Applicable * Not Applicable 88,012 106,670 124,644

Proposed Number of Pipe Reaches Banked for the Year

Not Applicable Not Applicable 59,953 56,199 65,417

Cumulative Total Number of Pipe Reaches Banked

Not Applicable Not Applicable 180,996 237,195 302,612

Proposed Number of Pipe Reaches Banked for the Three-Year Rolling Average Requirement

55,523 †

* The CSSA required 35,000 reaches of hot spot cleaning in Year One only. To date, no banked miles have been used to meet the minimum yearly requirement as the City exceeded the minimum requirement every year. † Cumulative total three-year rolling average of 153,882 reaches banked to date.


20

Figure 1. Sewer Cleaning

68,016

109,083 109,930

119,953

60,87364,910

78,265

88,012

106,670

124,644

95,676

116,199

125,417

115,361

112,989

120,523

0

20,000

40,000

60,000

80,000

100,000

120,000

140,000

2004-05 2005-06 2006-07 2007-08 2008-09 2009-10

Fiscal Year

Pipe

Rea

ches

Cle

aned

Number of Pipe Reaches Number of Hot Spot Pipe Reaches 3 Year Rolling Average

G. Sewer Line Television Assessment – Mileage A summary of the sewer line television assessment is provided in Table 8 below. For the fiscal year ending June 30, 2010, the City assessed the structural and maintenance conditions of 816 miles of sewer lines, 216 miles more than the minimum requirement. Pursuant to the formula provided in Paragraph 16 of the Settlement Agreement and shown as a footnote to Table 8 below, the City proposes to bank 172 miles from Year Six, which brings the total banked miles to date to 1,285 miles.


21

Table 8: Television Assessment Overview

Compliance Item CSSA Requirement Assessed Pipe Length for Year

Five Sewer Pipes Assessed 600 Miles 816 Sewer Pipes Assessed for the First Time Not Applicable 649

Sewer Pipes Assessed for the First Time As a Percentage of Total Assessed

Not Applicable 80%

Inspected Sewer Pipes Proposed to Be Banked for Year Six Not Applicable 172

Balance of Banked Miles as of End of Year Five Not Applicable 1,113

Cumulative Banked Miles through Year Six Not Applicable 1,285

* {Banked Miles = (Miles of Sewers Assessed – 600 miles) X (First-Time Assessed Miles As a Percentage of Total)} To date, no banked miles have been used to meet the minimum assessment requirement in any year as the City exceeded the minimum requirement in each year.


22

Figure 2. Sewer Line CCTV Condition Assessment

821916

956 990

681

816

0

200

400

600

800

1,000

1,200

2004-05 2005-06 2006-07 2007-08 2008-09 2009-10

Fiscal Year

Sew

er P

ipe

(mile

s)

Req

uire

d by

CSS

A

H. Sewer Line Television Assessment – Condition Ratings A summary of the sewer line television assessment findings is provided in Table 9 and Figure 3. As shown, 99% of the pipes assessed were found to be condition rating “C” or better.

Table 9: Condition Assessment Results Condition Rating

Condition Description

Pipe Assessed for the First-Time (Miles)

Total Pipe Assessed

(Miles)

Percent of Total First -

Time A Very Good 515 606 79% B Good 112 175 17% C Fair 19 30 3% D Poor 3 5 0% E Emergency 0 1 0% Total 649 816 100%


23

Figure 3. Condition Assessment Results

606

175

305 1

0

100

200

300

400

500

600

700

A B C D ECondition Ratings

Num

ber o

f Mile

s

Condition “E” sewers are referred to the Bureau of Engineering for immediate emergency repair. Condition “D” sewer repair, rehabilitation, and replacement projects are scoped and then included with the City’s Wastewater Capital Improvement Program.

I. Fats, Oils, and Grease (FOG) Control Program At the beginning of Year Six, a total of 9,196 permitted food service establishments (FSEs) were operating in the City. The Settlement Agreement requires inspection of 95% of permitted FSEs. The City inspected 100% of permitted FSEs for compliance with Clean Kitchen Best Management Practices, industrial wastewater permit requirements, and other FOG Control Ordinance requirements. Table 10 summarizes the FOG Control Program activities including permitting of food service establishments, processing Conditional Waivers, investigating referrals from the Wastewater Collection Systems Division (WCSD), and conducting enforcement actions as appropriate. When an FSE was determined to be non-compliant with permit requirements, the City implemented its FOG Standard Operating Procedures (SOPs) and Enforcement Response Plan and Enforcement Response Guide (ERP/ERG). The ERP/ERG includes activities such as issuing Notices of Violation (NOVs), conducting enforcement actions, and requiring grease interceptor installation. During FY 2009/10, the City required the installation of 261 grease interceptors, conducted 13,050 inspections, issued 876 NOVs, and processed 560 enforcement cases. A total of 125 FSEs were issued conditional waivers from grease interceptor installation requirements.


24

Table 10: Summary of FOG Control Program for FY 2009/10

FOG Control Program Activity Total for FY 09/10

Food Service Establishment (FSE) Inventory Permitted FSEs as of 07/01/09 9,196 FSEs Inspected 9,196 Percent Completed 100

Inspection Activity Summary Total FSE Inspections Conducted 13,050

Grease Removal Device Installation Summary Grease Interceptor Installations Required 261 Variances from Grease Trap Installation Requirement Granted 42

Notice of Violation (NOV) Activity Summary Total NOVs Issued 876 NOVs Forwarded for Enforcement 501 Forwarded NOVs Resolved Prior to Case Initiation 158 Enforcement Case Summary Cases Initiated 343 Active Cases as of 06/30/10 118 Completed Cases 442 Total Enforcement Cases Processed 560

Conditional Waivers Processed Granted 125 Revoked 0 Denied 3 Wastewater Collection Systems Division (WCSD) Referrals Summary Received 75 Investigated 75 FSEs Identified as Source of FOG Blockage – See Table 11 0 FSEs Issued NOV during Investigation – See Table 11 6 FSEs with an Enforcement Case – See Table 11 3 FSEs Ordered to Install Grease Interceptor – See Table 11 0


25

The City conducted a field investigation for each of the 75 referrals from WCSD. Table 11 identifies the City’s ERP/ERG activities resulting from field investigations of WCSD referrals.

Table 11: Detail Summary of WCSD Referral Investigations FSEs Identified as Source of FOG Blockage None FSEs Issued Notice of Violation (NOV) During Investigation 1. Bamboo Cuisine, 14010 Ventura Blvd. 2. Café Bizou, 14016 Ventura Blvd. 3. El Pollo Loco, 1081 Gayley Ave. 4. The Original Bill’s Taco House, 219 Martin Luther King Blvd. 5. People Helping People, 5701 San Pedro St. 6. Vallarta Supermarket, 21208 Sherman Way FSEs with an Enforcement Case 1. El Pollo Loco, 1081 Gayley Ave. 2. The Original Bill’s Taco House, 219 Martin Luther King Blvd. 3. People Helping People, 5701 San Pedro St. FSEs Ordered to Install Grease Interceptor

None

In addition, the City is continuing its residential outreach efforts to increase awareness of the need for FOG control. Outreach and educational materials for this purpose are being distributed to the communities especially in FOG hot spot areas. A copy of these materials is included in Attachment E to this report. During FY 09/10, the City changed an aspect of its FOG program. Food Service Establishments (FSEs) designated as minimal FOG generators, such as sandwich shops and small bakeries which only use ovens, may obtain a revocable variance during construction, and install a hydro-mechanical grease interceptor. However, if the City determines that an FSE has contributed to an SSO or has modified its operations by implementing the use of cooking equipment such as a deep fryer, grill, range top, stove, stir-fry wok, barbecue, or similar device, the variance will be revoked and the FSE must install an adequately sized gravity grease interceptor. Since the inception of the FOG Control Program in 2001, and the enhanced sewer cleaning and public outreach, FOG-caused SSOs have been reduced by 91 percent, as shown in Figure 4.


26

Figure 4. FOG-Related SSO Reduction as a Percentage of the Baseline Year of 2000/01 SSOs

197

174

117

62 65

27

290

4331 24

0

50

100

150

200

250

300

2000-01 Baseline Year

2001-02 2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10

Fiscal Year

Num

ber o

f FO

G-R

elat

ed S

SOs

BaselineYear

32%Reduction

40%Reduction

60%Reduction

79%Reduction

78%Reduction

85%Reduction 89%

Reduction

92%Reduction

91% Reduction

J. Primary and Secondary Basin Plans The Settlement Agreement requires completion of 25 Primary Basin Plans by the end of Year Five. With the addition of the Griffith Park Primary Basin, there are now 26 Primary Basins in the City. Fifteen basin plans were completed through Year Three of the Settlement Agreement. All 26 Plans were completed by Year Four following dry weather calibration of the City’s hydraulic model. Figure 5 is a location map of these basins. In Year Five the City began updating the Basin Plans based on the results of wet weather calibration of the hydrodynamic model that was completed in April 2009. Calibration of the hydrodynamic model was completed in Year Six. The CSSA requires Secondary Basin Plans for the 100 highest priority basins by Year Ten. Nine plans were completed in Year Six, bringing the total completed to 75, as shown in Table 12. Figure 6 is a location map of the secondary basins; highlighted basins have been completed. Future sewer relief, replacement, and rehabilitation projects are identified in the Primary and Secondary Basin Plans and will be developed based on recommendations contained therein.


27

Table 12: Completed Secondary Basin Plans No. Basin Planning Report

Completion DateSewer

Inventory, mi Planned Renewal Reaches (PRRs),

mi 1 S02 13-May-05 40.27 5.24 2 H27 30-May-05 26.83 6.84 3 C04 01-Jun-05 9.15 3.37 4 U04 01-Jun-05 20.69 5.52 5 P03 06-Jul-05 12.87 4.38 6 H30 03-Aug-05 45.00 10.58 7 H32 10-Aug-05 24.28 9.51 8 A02 28-Sep-05 44.11 9.83 9 H01 07-Nov-05 23.50 5.24 10 C09 09-Nov-05 36.50 8.87 11 H26 22-Nov-05 28.58 11.09 12 U19 14-Dec-05 27.52 11.79 13 H29 22-Dec-05 25.31 9.63 14 S09 27-Dec-05 21.23 4.63 15 U18 18-Jan-06 20.11 11.05 16 H28 21-Mar-06 39.25 17.04 17 P10 04-May-06 10.87 3.10 18 T03 25-May-06 18.77 5.40 19 N13 07-Jun-06 20.75 3.37 20 P18 23-Jun-06 40.85 10.85 21 H04 25-Oct-06 35.32 8.20 22 E02 01-Nov-06 35.64 5.88 23 S15 01-Nov-06 17.48 1.00 24 P11 08-Nov-06 7.48 1.90 25 U24 15-Nov-06 12.11 3.30 26 H18 30-Nov-06 2.82 1.00 27 C08 20-Dec-06 69.54 17.00 28 N15 31-Dec-06 20.69 4.90 29 H35 31-Dec-06 17.81 3.30 30 S03 31-Dec-06 41.95 4.70 31 U22 31-Dec-06 40.09 7.95 32 U01 28-Feb-07 32.83 6.80 33 U15 28-Feb-07 6.27 1.00 34 H12 17-Apr-07 5.86 0.40 35 P14 17-Apr-07 21.66 4.20 36 C03 08-May-07 38.22 7.85 37 P12 01-Jun-07 14.88 3.11


28




mi 38 W32 14-Jun-07 31.90 7.60 39 P13 26-Jun-07 18.18 2.90 40 H25 29-Jun-07 26.96 3.70 41 S06 30-Aug-07 57.04 7.40 42 A01 30-Aug-07 17.79 3.70 43 C01 11-Sep-07 56.99 9.44 44 E11 27-Nov-07 20.50 0.92 45 U09 27-Nov-07 15.06 1.70 46 T05 06-Dec-07 24.00 2.60 47 H24 04-Jan-08 18.31 3.25 48 U10 16-Jan-08 24.69 4.10 49 U16 23-Jan-08 14.30 1.35 50 H19 05-Mar-08 18.46 1.62 51 U23 13-Mar-08 50.20 5.47 52 S05 24-Mar-08 24.00 3.20 53 N12 16-Apr-08 41.10 4.43 54 T04 23-Apr-08 50.40 4.60 55 A04 05-Jun-08 21.70 1.44 56 Z13 23-Jun-08 13.00 1.40 57 U20 10-Jul-08 25.73 3.94 58 T01 24-Jul-08 29.96 4.10 59 H23 29-Aug-08 23.20 3.10 60 H33 03-Sep-08 21.41 2.00 61 N02 09-Sep-08 8.54 1.48 62 P09 17-Sep-08 8.75 1.45 63 H14 09-Nov-08 25.16 1.62 64 H21 25-Mar-09 9.00 0.82 65 N01 06-Apr-09 4.84 0.39 66 H15 30-Jun-09 9.90 0.86 67 P15 18-Sep-09 23.40 3.72 68 U03 07-Oct-09 5.66 0.41 69 H20 03-Nov-09 55.20 5.70 70 E39 08-Jan-10 63.50 5.77 71 U11 15-Mar-10 22.40 3.25 72 T06 05-Apr-10 33.34 7.10 73 P21 15-Apr-10 50.71 4.80 74 U14 30-Jun-10 26.18 4.53


29




mi 75 U21 30-Jun-10 23.40 2.60

Total 1,972 368


30

Figure 5. Primary Basin Plans


31

Figure 6. Secondary Basin Plans


32

K. MOUSE Model The City completed the one-time requirement for the development of the “R” modeling factors for the basins within the MOUSE predictive model in Year One as reported in the Annual Report for Year One dated October 1, 2005. In 2007, the model was upgraded from MOUSE to MIKE URBAN which contains MOUSE and extends its capability to GIS and database management. The City completed dry-weather calibration of the model for all 26 primary sewer basins on December 15, 2007 Ninety-three (93) flow meters were installed throughout the system and data collected during wet-weather events. Wet-weather model calibration was completed in April 2009. The City continues with calibration and validation of the model at appropriate intervals

L. Chemical Root Control The City continues its proactive root control program. The effectiveness study of the Chemical Root Odor Control Program was completed and submitted to the Government Plaintiff on September 8, 2006. The Settlement Agreement required root chemical treatment of a minimum of 150 miles of sewers per year in the first two years of the Agreement only (FYs 04/05 and 05/06). The City, however, continues this practice to inhibit root re-growth and intrusion into sewers in root hot spot areas. In Year Six a total of 9,451 pipes or 389 miles of root-infested sewers were chemically treated. Sewer overflows caused by roots have been reduced by 76 percent since the City began its chemical root control program in FY 2002/03.


33

Figure 7. Chemical Root Control Program

150

389

0

50

100

150

200

250

300

350

400

450M

iles

of P

ipe

Required by CSSA

Completed by City

Figure 8. Root-Caused SSO Reduction by Percentage during FY 2009/10

290

234

137

79104 105

8269

0

50

100

150

200

250

300

350

2002-03 2003-04 2004-05 2005-06 2006-07 2007-08 2008-09 2009-10Fiscal Year

Num

ber o

f Roo

t-Rel

ated

SSO

s

Baseline Year

19% Reduction

53% Reduction

73% Reduction

64% Reduction

64% Reduction 72%

Reduction 76%

Reduction

M. Settlement Agreement Modifications Pursuant to Subparagraph 71.m of the Settlement Agreement, the Annual Report shall report on any significant program modifications made during the preceding Fiscal Year that affect compliance with or implementation of the requirements of the Settlement Agreement. In Year Six there were no significant program modifications to report on other than modifications agreed to by the parties to the Settlement Agreement per the terms of the1st and 2nd Modifications to the Settlement Agreement described in the INTRODUCTION, on Pages 2 and 3 of this Annual Report.


34

N. Proposal for Material Changes to the Settlement Agreement Subparagraph 71.n of the Settlement Agreement the Annual Report shall propose new or modified plans in any area where the City has failed to materially comply with the Settlement Agreement. The City is not proposing any material changes to the Settlement Agreement.

O. Odor Outreach Plan Pursuant to Paragraph 36 The City continues with community outreach efforts to inform its residents regarding the Sewer Odor Control Program including community information, feedback and response. The odor control outreach program has three principal components. The first is the communication and coordination with the community-based Odor Control Advisory Board; the second is the distribution of outreach materials including flyers and refrigerator magnets and information on the tools available for communicating odor issues and suggestions to the City; and the third is an annual survey in odor hot spot areas. Odor Advisory Board The Odor Advisory Board consists of residents primarily from South Los Angeles who are concerned about sewer odors in their neighborhood and interested in being involved in identifying solving odor issues. During the past fiscal year, the Bureau has met with the Board three times. The 1st Modification to the Settlement Agreement was approved by the Court during Year Six in November 2009, and provided for a Community Liaison and expanding the current Board to increase community participation. The Community Liaison hired in April 2010, and City staff, contacted the City Council District offices and past attendees of the OAB meetings in an effort to identify new OAB members. Odor Outreach Materials

The City distributes educational flyers and magnets that explain the City’s odor control program. These also serve as an advertisement for an odor control hotline and a sewer odor web site that provide additional information regarding sewer odors. The web site can also be used as a means of filing a sewer odor complaint. A sample of the odor control outreach flyer is provided as Attachment G. Outreach was limited due to budget constraints during the past fiscal year; however, odor outreach materials were still distributed at the annual BOS Open House events (6 events). FY 2009/10 Annual Survey

The 2010 odor survey was conducted using several methods. Street interviews were conducted at each of the 4 areas which have been designated as “areas of concern” due to odor complaints. Questionnaires were mailed to complainants who used the Odor Hotline and to members of the Odor Advisory Board. Overall, the community feedback was encouraging. The majority of the remarks made were very positive. There were no suggestions regarding the improvement of the hotline. The following is a summary of the survey results:


35

• 68% of those who responded have noticed sewer odors.

• 47% of those who have noticed sewer odors felt that odor intensity had not

decreased over the past 4 years.

• 27% of those who did notice odor noticed them frequently.

• 59% of respondents were not aware of the Odor Hotline.

The survey results confirm the need for continued efforts to both publicize the existence of the Odor Hotline and encourage its use.

P. Odor Control Facilities Construction Progress Report Air Treatment Facilities (ATFs) Out of the seven permanent ATF projects, two are under construction. The following is the status of these ATFs: • ATF at ECIS (La Cienega & Jefferson)

Construction is 98 percent complete and on schedule for completion by its due date of September 30, 2010 pursuant to the schedule provided in the 1st Modification to the Settlement Agreement.

• ATF at NCOS (Jefferson)

Construction is more than 80 percent complete and on schedule for completion in October 2010.

Construction of the remaining five permanent ATFs (listed below) is on hold pursuant to Paragraph 46 of the Settlement Agreement as amended by the 1st Modification. The City will build any ATFs recommended in the final report on the pending ATF Evaluation Study which is due by November 30, 2010 pursuant to the 2nd Modification to the Settlement Agreement.

1. ATF at ECIS (Mission & Jesse) 2. ATF at ECIS (23rd & San Pedro) 3. ATF at ECIS (NORS) 4. ATF at NEIS (Humboldt) 5. ATF at NEIS (Richmond)

Interim Carbon Scrubbers Fourteen (14) interim odor scrubbers (seven were required by the Settlement Agreement) were installed and in operation by Year Two, well ahead of their due dates. The City continues to operate 13 of these scrubbers which are located throughout the City in odor hot spots. The unit at 23rd & San Pedro was removed from service in 2006 when it was determined to be ineffective and producing additional odor and odor


36

complaints. Removal of the unit was approved by the Court as a part of the 1st Modification to the Settlement Agreement. A status summary of the permanent ATFs and interim odor scrubbers is provided in Tables 13 and 14.

Table 13: Construction Status of Odor Control Facilities

Project Title CSSA



Air Treatment Facility (ATF) – ECIS/NORS (4 Sites)

Mission & Jesse TBD

Design Completed.

Project is on hold pending the proposed ATF Evaluation Study.

23rd & San

Pedro TBD

Design Completed.


La Cienega

& Jefferson


In Construction.

The project is on schedule for construction completion by September 30, 2010.

NORS Connectio

n TBD

Design Completed.


ATF – NCOS

Jefferson


In Construction.

The project is on schedule for construction completion by May 6, 2011.

ATF – NEIS (2 Sites)

Humboldt TBD Design

Completed.


Richmond TBD Design

Completed.



37

Table 14: Status of Interim Odor Scrubbers

Project Title CSSA



Interim Carbon Scrubber – NCOS N/A

Completed and in operation before the parties entered into the Settlement Agreement.

Interim Carbon Scrubbers –ECIS/NORS (4 Sites)

Mission & Jesse 8/27/04 Completed 8/26/04.

Completed 1 day ahead of schedule.

23rd & San Pedro 8/27/04 Completed 8/26/04.

Completed 1 day ahead of schedule. Removed from service in October 2006 (details in Section P above).

Jefferson Siphon 8/27/04 Completed 8/26/04.


NORS Connection 8/27/04 Completed 8/27/04.


Interim Carbon Scrubbers – NEIS (2 Sites)

Humboldt 10/30/06 Completed 12/10/05.


Richmond 10/30/06 Completed 12/10/05.



38

Q. Additional Odor Control Measures Pursuant to Paragraph 55 as Amended by the 1st Modification to the Settlement Agreement:

The NORS siphon study began after the receiving approval from the USEPA and LARWQCB. If feasible, an expedited schedule for a construction project will be included with a pre-design report that is underway and due 120 days after the ATF Evaluation Study’s final report date, pursuant to the terms of the pending 2nd Modification to the Settlement Agreement.

All poorly performing trap maintenance holes were identified and are being

replaced with a new design in a priority order.

A maintenance and repair program for the carbon scrubbers was submitted and approved by the USEPA and LARWQCB. All active scrubbers are being maintained per the approved program.

Chemical treatment of odor along major interceptors and in strategic locations is

continuing. Additional details on the status of these and other control measures are provided in the Odor Control Master Plan Annual Update Report dated August 31, 2010.

R. Annual Supplemental Environmental Projects (SEPs) Status Report: A construction contract was awarded for the South Los Angeles Storm Water Treatment Project at 54th and Avalon Street. The City is committing $3.7 million to the project, well above the $2 million suggested financial commitment provided in Appendix C to the Settlement Agreement. Design of the North Atwater Creek Restoration & Water Quality Enhancement has been completed and the project is in the bid & award phase. The Downtown Los Angeles Storm Drain Low-Flow Diversion Project was awarded and is in pre-construction phase. A groundbreaking event is being scheduled; the parties to the Settlement Agreement will be invited. The Garvanza Park Water Quality Enhancement BMP Project substituted the Hazard Creek and Inner Cabrillo Beach SEPs pursuant to the 1st Modification to the Settlement Agreement. The City’s work plan for this project was approved by the USEPA and RWQCB on February 22, 2010. The project is in bid & award phase with estimated total and construction costs of $3.9 million and $2.6 million, respectively. By comparison, the total financial commitment set forth in the Settlement Agreement for the two substituted projects combined was $1.75 million. A summary status and eligible SEP costs for the four Supplemental Environmental Projects are provided below in Table 15.


39

Table 15: Summary of Progress on SEPs

No. Name Project Description Status Estimated

Total Project Cost

Eligible SEP Costs Incurred

to Date

1

North Atwater Creek Restoration & Water Quality Enhancement

Project

Construct water quality improvements to an area along the Los Angeles River in the vicinity of North Atwater Park.

Design is completed and construction bids have been received and are being evaluated. The project is on schedule with construction end date in December 2012.

$3.2 million $307,219

2 South Los Angeles Storm Water Treatment Project at 54th and Avalon St.

Construct an advanced system for capture and treatment of urban runoff as a part of the South Los Angeles Wetlands Park Project.

In construction with scheduled completion in June 2013.

$3.7 million $381,618

3 Downtown Los Angeles Storm Drain Low-Flow

Diversion Project

Construct a diversion structure on a storm drain that discharges to the LA River to divert low flow to sewer.

Construction contract has been awarded with scheduled completion in October 2011; a groundbreaking event is being scheduled.

$1.0 million $299,812

4 Garvanza Park Best

Management Practices Project

Construct a series of BMPs that will treat runoff from a storm drain. The BMPs include pretreatment devices such as hydrodynamic separators and sedimentation chambers, to initially remove trash, and sediments and infiltration units for additional removal of pollutants including bacteria, metals, and organics.

Pre-design and design have been completed; currently in bid & award phase. Scheduled construction completion in December 2010.

$3.9 million $0


40



ATTACHMENT A SEWER REHABILITATION AND REPLACEMENT

ANNUAL PROGRESS REPORT



City of Los Angeles Department of Public Works Bureau of Engineering Wastewater Conveyance Engineering Division Wastewater Conveyance Construction Division Bureau of Contract Administration Wastewater Construction Division

Sewer Rehabilitation and Replacement Plan Annual Progress Report

Fiscal Year 2009/2010


40


Completed Rehabilitation and Replacement Projects for FY 2009/2010

Project Title Project CIP Number

Reach Feet Completed

Project Award Date

Completion Date

1 SSRP A02A Venice Bl & Genesee C764 17,743 03/21/08 08/19/09

2 SSRP H28B Franklin Ave & Nichols Canyon Rd C762 20,618 03/05/08 09/21/09

4 SSRP H32A Canyon & Spring Oak C759 11,432 04/28/08 10/23/09

4 SSRP A02B Coliseum & La Brea C765 23,237 03/21/08 10/27/09

5 Upper Beachwood Central Maintenance Hole Addition C691 2,554 09/29/08 12/30/09

6 SSRP H30B Santa Monica Blvd & Gower St C756 13,750 02/27/08 01/07/10

7 Odor Control Hollydale Dr. Local Sewer Addition C766 3,100 07/30/08 03/29/10

8 SSRP S09 Imperial Hwy & Figueroa St C551 24,053 03/21/08 04/28/10

9 SSRP H28C Sunset Blvd & Gardner C763 32,561 04/14/08 06/02/10

10 SSRP U18B Veteran Ave & Sunset Blvd C770 16,727 11/14/08 06/09/10

11 SSRP U19A Rochester Ave & Beverly Glen Bl C692 29,743 11/10/08 06/09/10

12 Emergency Sewer Repair Program - FY 2009/2010 C536 31,354 N/A 06/30/10

13 Sewers Program - FY 2009/2010 C627 53,674 N/A 06/30/10

14 Rehab Program - FY 2009/2010 C512 9,556 N/A 06/30/10

Total Reach Length (Feet) 290,102

Total Reach Length (Miles) 54.94


40


PIPE ID NUMBER

US MH / DS MH

CIP No. C764

5180619551806194A AIRDROME ST VCP 1927 B Rehabed 24.0 VCP 8 215.0 11/12/08

5180609551806115A AIRDROME ST ALLEY VCP 1927 D Rehabed 27.0 346.0 VCP 8 CIPP 0.15 350.0 01/27/09

5180611551806132A AIRDROME ST ALLEY VCP 1927 C Rehabed 57.0 296.0 VCP 8 CIPP 0.15 300.0 06/23/09

5180614951806168A AIRDROME ST ALLEY VCP 1927 B Rehabed 40.0 321.0 VCP 8 CIPP 0.15 325.0 01/28/09

5180616851806193A AIRDROME ST ALLEY VCP 1927 B Rehabed 32.0 VCP 8 317.5 11/25/08

5350607853506077A ALADDIN ST VCP 1950 B Rehabed 6.0 VCP 8 257.0 10/13/08

5180605851806093A ALCOTT ST VCP 1927 B Rehabed 25.0 267.0 VCP 8 CIPP 0.15 311.0 11/24/08

5180605751806058A ALCOTT ST ALLEY VCP 1927 C Rehabed 36.0 308.0 VCP 8 CIPP 0.15 311.9 02/11/09

5180621251806216A ALVIRA ST CON 1934 C R&R 246.0 VCP 8 250.0 12/04/09

5180621651810020A ALVIRA ST CON 1934 C R&R 246.0 VCP 8 250.0 12/02/08

5350604053506044A BOWCROFT ST VCP 1949 C Rehabed 336.0 8 CIPP 0.15 340.0 01/14/09

5350207053502071A BOWESFIELD ST VCP 1948 D Rehabed 18.0 246.0 VCP 8 CIPP 0.15 249.9 01/21/09

5350606453506062A BRUSHTON ST VCP 1949 B Rehabed 24.0 VCP 8 348.0 10/13/08

5350203753502038A CLYDE AV ALLEY VCP 1941 B Rehabed 29.0 VCP 8 275.0 10/30/08

5350606353506051A COLISEUM ST VCP 1958 B Rehabed 18.0 VCP 8 250.0 10/16/08

5350606553506063A COLISEUM ST VCP 1948 C R&R 252.0 VCP 8 256.4 10/20/08

5350207853502071A ENVILLE PL VCP 1948 C Rehabed 64.0 VCP 8 293.1 10/23/08

5350601453506013A FALLSGROVE ST VCP 1948 B Rehabed 52.0 VCP 8 277.5 10/21/08

5180713251807147A GENESEE AV CON 1928 C R&R 341.0 VCP 8 345.0 04/02/09


5180716651807173A GENESEE AV CON 1928 C R&R 341.0 8 345.0 03/24/09






5181105951810087A GENESEE AV CON 1928 D R&R 296.0 VCP 8 300.0 01/05/09

5350607553506059A GENESEE AV VCP 1949 D Rehabed 129.0 8 CIPP 0.15 132.7 01/19/09

5350605953506060A GENESSE AV VCP 1950 D R&R 172.0 VCP 8 176.2 10/15/08

5350608253506083A GLENFORD ST VCP 1945 B Rehabed 346.0 8 CIPP 0.15 350.0 01/21/09

5350608453506085A GLENFORD ST VCP 1945 B Rehabed 19.0 VCP 8 294.7 10/24/08

5350607253506056A HAUSER BLVD VCP 1948 B Rehabed 279.0 8 CIPP 0.15 282.7 01/21/09

5180608151806099A HAYWORTH AV VCP 1927 B Rehabed 8.0 VCP 8 249.5 12/11/08

5181002751810036A HAYWORTH AV VCP 1934 B Rehabed 30.0 269.0 VCP 8 CIPP 0.15 273.0 01/26/09

5181000951810027A HAYWORTH AVE VCP 1934 B Rehabed 23.0 269.0 VCP 8 CIPP 0.15 273.0 01/26/09

5181003651810047A HAYWORTH AVE VCP 1934 B Rehabed 28.0 296.0 VCP 8 CIPP 0.15 300.0 11/10/08

5180606451806080A HIPOINT ST VCP 1927 C Rehabed 8.0 267.0 VCP 8 CIPP 0.15 271.2 02/09/09

5180611851806135A HIPOINT ST VCP 1927 C Rehabed 51.0 VCP 8 260.0 12/10/08

PIPE INFORMATION

YEAR BUILT

PIPE CONDITIONSTREET NAME PIPE

MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)

CONSTRUCTION INFORMATIONPIPE SIZE (IN)

Completion Date: 08/19/09Award Date: 03/21/08Project Title: SSRP A02A Venice Bl & Genesee

1 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5180613551806152A HIPOINT ST VCP 1927 B Rehabed 31.0 VCP 8 256.1 12/08/08

5350600353506002A HOLDREGE AVE VCP 1927 D Rehabed 22.0 57.0 VCP 8 CIPP 0.15 61.0 06/11/09

5350600253506001A JEFFERSON BLVD VCP 1957 D Rehabed 9.0 107.0 VCP 8 CIPP 0.27 110.7 07/13/09

5350600653502088A KALSMAN DR VCP 1949 B Rehabed 191.0 8 CIPP 0.27 185.0 01/19/09

5350601953506006A KALSMAN DR VCP 1949 D Rehabed 37.0 337.0 VCP 8 CIPP 0.27 341.1 01/16/09

5350204953502048A LA CIENEGA BL RW VCP 1949 B Rehabed 296.0 8 CIPP 0.15 300.0 01/23/09

5180618051810012A ORANGE GROVE AVE VCP 1927 D R&R 236.0 VCP 8 240.0 12/19/08

5180607951806097A POINT VIEW ST VCP 1927 B Rehabed 12.0 273.0 VCP 8 CIPP 0.15 276.5 02/09/09

5350208053502104A RODEO RD ALLEY VCP 1949 B Rehabed 296.0 8 CIPP 0.27 300.0 02/06/09

5181006851810071A SAWYER ST VCP 1957 B Rehabed 345.0 8 CIPP 0.15 348.7 02/17/09

5181010251810104A SAWYER ST VCP 1942 B Rehabed 292.0 VCP 8 320.9 05/01/09

5181106351811062A SOUTH VENICE BLVD VCP 1926 D Rehabed 18.0 10 CIPP 0.27 21.5 06/01/09

5180712051807133A SPAULDING AV CON 1928 C R&R 348.0 VCP 8 352.0 01/07/09





5180718851811010A SPAULDING AV CON 1928 D R&R 335.0 VCP 8 338.8 12/03/08

5181101051811020A SPAULDING AV CON 1928 C Rehabed 229.0 8 CIPP 0.15 233.0 01/12/09

5181102051811044A SPAULDING AV CON 1928 C Rehabed 264.0 8 CIPP 0.15 268.2 01/12/09

5181104451811060A SPAULDING AV CON 1928 D Rehabed 8.0 262.0 VCP 8 CIPP 0.15 266.4 06/01/09

5181102151811020A SPAULDING AV ALLEY CON 1928 C Rehabed 94.0 8 CIPP 0.15 98.0 01/13/09

5180620651810006A STEARNS DR CON 1934 C R&R 316.0 VCP 8 320.0 11/07/08

5181111151811087A THURMAN AVE VCP 1927 C Rehabed 332.0 8 CIPP 0.15 336.0 05/28/09



CIP No. C762

4691322349301001A CITRUS AV VCP 1924 D R&R 318.0 VCP 8 321.7 7/23/2008

4691322746913228A FOUNTAIN AV ALLEY VCP 1916 B Rehabed 65.0 VCP 8 277.0 7/18/2008

4691322849301005A FOUNTAIN AV ALLEY VCP 1916 A Rehabed 6.0 VCP 8 277.0 7/21/2008

4700713047011004A NICHOLS CANYON RD VCP 1948 B Rehabed 32.0 260.0 VCP 8 CIP 0.23 264.5 5/6/2009

4701100447011012A NICHOLS CANYON RD VCP 1948 D Rehabed 170.0 8 CIP 0.23 173.6 5/6/2009

4701101347011016A NICHOLS CANYON RD VCP 1948 D Rehabed 12.0 193.0 VCP 8 CIP 0.23 197.4 5/7/2009


4701101747011021A CURSON AV CON 1925 B R&R 141.0 VCP 8 144.7 12/3/2008

4701102047011022A NICHOLS CANYON RD VCP 1948 B Rehabed 181.0 8 CIP 0.23 185.0 7/8/2009




Completion Date: 09/21/09Award Date: 03/05/08Project Title: SSRP H28B Franklin Ave & Nichols Canyon Rd

2 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)




4701103647011031A CURSON PL CON 1925 B R&R 104.0 VCP 8 108.0 12/4/2008






4701104947011056A CURSON AV CON 1925 C R&R 354.0 VCP 8 357.6 11/18/2008

4701105347011059A NICHOLS CANYON RD VCP 1948 D Rehabed 22.0 188.0 VCP 8 CIP 0.23 191.8 3/9/2009


4701105547011061A CURSON PL CON 1925 C R&R 159.0 VCP 8 163.2 12/10/2008

4701105647011062A CURSON AV CON 1925 C R&R 145.0 VCP 8 149.1 11/14/2008

4701106147011062A CURSON AV CON 1925 A R&R 81.0 VCP 8 85.0 11/12/2008


4701106447011074A NICHOLS CANYON RD VCP 1939 C Rehabed 30.0 314.0 VCP 8 CIP 0.23 317.6 5/8/2009

4701106647011082A CURSON AV VCP 1964 B R&R 366.0 VCP 8 370.0 11/7/2008

4701106947011065A CURSON TER VCP 1952 B Rehabed 6.0 183.0 VCP 8 CIP 0.23 186.8 5/5/2009

4701107047012126A HILLSIDE AV VCP 1927 C Rehabed 229.0 8 CIP 0.23 233.0 12/30/2008


4701108147011089A STANLEY AV VCP 1951 B Rehabed 140.0 8 CIP 0.23 144.5 1/16/2009

4701108247011108A CURSON AV VCP 1964 C R&R 306.0 VCP 8 310.0 11/3/2008

4701108347011110A SIERRA BONITA AV VCP 1925 B R&R 311.0 VCP 8 315.0 9/19/2008

4701108647011105A ORANGE GROVE AV CON 1923 D R&R 226.0 VCP 8 230.2 1/14/2009

4701108947011095A STANLEY AV VCP 1951 D Rehabed 6.0 96.0 VCP 8 CIP 0.23 100.2 1/16/2009

4701109547011107A STANLEY AV CON 1920 C R&R 251.0 VCP 8 255.0 1/7/2009

4701110347011102A FAREHOLM DR VCP 1926 C R&R 125.0 VCP 8 129.1 1/20/2009

4701200347012013A CASTILIAN DR VCP 1927 B Rehabed 10.0 49.0 VCP 8 CIP 0.23 52.6 11/3/2008

4701200847012017A OUTPOST DR CON 1900 D Rehabed 15.0 176.0 VCP 8 CIP 0.28 180.0 1/5/2009


4701201947012034A CASTILIAN DR VCP 1927 B Rehabed 175.0 8 CIP 0.23 179.0 12/22/2008



4701205947012066A LOS TILOS RD VCP 1927 C Rehabed 250.0 8 CIP 0.23 254.3 12/31/2008

4701206347012064A CASTILIAN DR VCP 1927 B Rehabed 87.0 8 CIP 0.23 91.1 12/22/2008

4701207747012083A OUTPOST DR CON 1900 B Rehabed 29.0 219.0 VCP 8 CIP 0.28 223.1 12/30/2008

4701207847012475A LA PRESA DR VCP 1927 B Rehabed 172.0 8 CIP 0.23 173.8 5/4/2009

4701207947012078A LA PRESA DR VCP 1927 B Rehabed 21.0 212.0 VCP 8 CIP 0.23 215.8 5/4/2009


3 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)




4701209247012093A OUTPOST DR CON 1900 C Rehabed 76.0 8 CIP 0.28 80.1 12/31/2008

4701210947012112A EL CERRITO PL CON 1925 B R&R 176.0 VCP 8 180.4 8/27/2008

4701211247012113A HILLSIDE AV CON 1925 A R&R 134.0 VCP 8 137.6 9/2/2008


4701211847012120A HILLSIDE AV VCP 1925 B Rehabed 39.0 201.0 VCP 8 CIP 0.23 205.0 5/4/2009

4701211947012128A FULLER AV CON 1930 C R&R 168.0 VCP 8 172.0 9/10/2008

4701212147012133A EL CERRITO PL VCP 1925 B R&R 196.0 VCP 8 200.0 8/15/2008

4701213347012138A EL CERRITO PL VCP 1925 C R&R 196.0 VCP 8 200.0 8/12/2008

4701213447012147A VISTA ST CON 1927 D R&R 310.0 VCP 8 314.0 9/17/2008

4701213647012151A FULLER AV VCP 1925 B R&R 350.0 VCP 8 354.0 9/9/2008

4701213847012159A EL CERRITO PL VCP 1925 C R&R 285.0 VCP 8 288.8 8/8/2008

4701214147012160A SYCAMORE AV VCP 1925 D R&R 305.0 VCP 8 308.7 8/22/2008

4701215047012151A FRANKLIN AV VCP 1925 B Rehabed 11.0 195.0 VCP 8 CIP 0.23 199.0 1/8/2009

4701215147012152A FRANKLIN AV VCP 1925 C Rehabed 75.0 357.0 VCP 8 CIP 0.23 361.0 1/8/2009

4701215247012153A FRANKLIN AV VCP 1925 C Rehabed 57.0 276.0 VCP 8 CIP 0.23 280.0 1/8/2009

4701215847016011A FULLER AV VCP 1925 C R&R 340.0 VCP 8 344.0 9/5/2008

4701215947016007A EL CERRITO PL VCP 1925 B R&R 296.0 VCP 8 300.0 8/5/2008

4701216047016008A SYCAMORE AV VCP 1925 D R&R 304.0 VCP 8 308.0 8/21/2008

4701217847012049A OUTPOST DR VCP 1927 D Rehabed 7.0 8 CIP 0.28 10.8 4/3/2009

4701247547012077A LA PRESA DR CON 1927 B Rehabed 17.0 49.0 VCP 8 CIP 0.23 50.9 5/4/2009

4701500347011100A FAREHOLM DR CON 1927 D R&R 144.0 VCP 8 147.7 2/3/2009

4701500447011101A FAREHOLM DR CON 1925 E R&R 251.0 VCP 8 254.6 1/28/2009

4701600347016193A VISTA ST VCP 1925 D R&R 232.0 VCP 8 236.1 9/12/2008

4701600747016024A EL CERRITO PL VCP 1916 A R&R 296.0 VCP 8 300.0 8/1/2008

4701600847016026A SYCAMORE AV VCP 1916 B R&R 308.0 VCP 8 308.0 8/20/2008

4701601747016018A HOLLYWOOD BL VCP 1916 B Rehabed 11.0 VCP 8 282.2 3/24/2009

4701602147016022A HOLLYWOOD BL VCP 1916 B Rehabed 17.0 VCP 8 282.4 3/25/2009

4701602647016027A HOLLYWOOD BL VCP 1916 A Rehabed 26.0 VCP 12 30.0 5/4/2009

4701602747016029A HOLLYWOOD BL VCP 1914 A R&R 236.0 VCP 12 240.0 5/1/2009

4701602947016030A HOLLYWOOD BL VCP 1914 B R&R 236.0 VCP 12 239.9 4/15/2009

4701603047016031A HOLLYWOOD BL VCP 1914 A R&R 91.0 VCP 12 94.7 4/15/2009

4701603847016050A FORMOSA AV VCP 1916 B R&R 357.0 VCP 8 360.7 7/28/2008

4701603947016052A LA BREA AV VCP 1916 D R&R 286.0 VCP 8 290.0 10/27/2008

4701604447016059A ORANGE DR VCP 1952 D Rehabed 8.0 VCP 12 220.2 10/7/2008

4701605247016071A LA BREA AV VCP 1916 A R&R 286.0 VCP 8 290.0 10/22/2008

4701607747016092A LA BREA AV VCP 1929 B Rehabed 22.0 VCP 10 344.1 10/17/2008

4701611347016141A LA BREA AV VCP 1929 D Rehabed 303.0 10 CIP 0.23 307.0 1/5/2009

4 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4701613047016139A FORMOSA AV CON 1923 B R&R 154.0 VCP 8 157.5 7/25/2008

4701615647016168A LA BREA AV VCP 1916 D Rehabed 30.0 326.0 VCP 8 CIP 0.23 330.0 1/30/2009

4701616749204009A LA BREA AV VCP 1929 C Rehabed 44.0 330.0 VCP 10 CIP 0.23 334.0 7/10/2009

4701616849204009A LA BREA AV VCP 1916 D Rehabed 30.0 325.0 VCP 8 CIP 0.23 329.0 7/6/2009

4701617347016172A HIGMAN AV VCP 1916 C Rehabed 19.0 133.0 VCP 8 CIP 0.23 137.0 5/5/2009

CIP No. C759

4690601146906013A HOLLYRIDGE DR VCP 1962 B Rehabed 12.0 141.0 VCP 8 CIPP 0.15 145.0 06/10/09

4690601246906418A HOLLYRIDGE DR VCP 1962 C Rehabed 9.0 81.0 VCP 8 CIPP 0.15 85.0 06/10/09


4690603246906046A HOLLYRIDGE DR CON 1927 B R&R 65.0 VCP 8 69.0 12/23/08

4690603346906032A HOLLYRIDGE DR VCP 1962 C Rehabed 72.0 8 76.0 04/14/09

4690603546906075A CANYON DR CON 1927 C Rehabed 24.0 333.0 VCP 8 CIPP 0.15 337.0 04/21/09


4690605446906073A BRONHOLLY DR VCP 1925 B R&R 181.0 VCP 8 185.0 01/26/09

4690606846906069A LOCKSLEY PL VCP 1925 B Rehabed 98.0 8 CIPP 0.15 102.0 09/30/09

4690607246906074A LOCKSLEY PL CON 1927 B Rehabed 176.0 8 CIPP 0.15 180.0 04/23/09

4690607346906421A BRONHOLLY DR VCP 1925 B R&R 101.0 VCP 8 105.0 01/21/09



4690608646906085A HOLLYRIDGE DR CON 1927 C R&R 104.0 VCP 8 108.0 12/18/08

4690612046906121A HOLLYRIDGE DR VCP 1957 C Rehabed 16.0 VCP 8 200.0 01/13/09


4690612246906123A SPRING OAK DR VCP 1939 D Rehabed 6.0 52.0 VCP 8 CIPP 0.15 56.0 04/23/09

4690612346906124A SPRING OAK DR VCP 1939 D Rehabed 137.0 8 CIPP 0.15 141.0 04/23/09

4690614646906148A RUTHERFORD DR VCP 1925 D Rehabed 13.0 156.0 VCP 8 CIPP 0.15 160.0 09/30/09

4690614846906181A RUTHERFORD DR VCP 1926 B Rehabed 6.0 206.0 VCP 8 CIPP 0.15 210.0 09/30/09

4690615146906152A TUXEDO TR VCP 1937 C Rehabed 12.0 154.0 VCP 8 CIPP 0.15 158.0 04/23/09

4690615246906183A TUXEDO TR VCP 1937 B Rehabed 35.0 VCP 8 274.0 01/15/09

4690615546906185A CAZAUX DR VCP 1938 B Rehabed 10.0 VCP 8 62.0 01/15/09

4690618246906204A RUTHERFORD DR VCP 1926 D Rehabed 109.0 5 CIPP 0.15 113.0 04/27/09

4690618346906184A TUXEDO TR VCP 1937 B Rehabed 6.0 172.0 VCP 8 CIPP 0.15 176.0 04/23/09

4690618446906205A CANYON DR VCP 1925 B Rehabed 6.0 58.0 VCP 8 CIPP 0.15 62.0 04/24/09

4690618546906186A CAZAUX DR VCP 1939 B Rehabed 6.0 130.0 VCP 8 CIPP 0.15 134.0 04/28/09

4690618646906451A TUXEDO TR VCP 1927 B Rehabed 19.0 8 CIPP 0.15 23.0 04/28/09

4690618746906451A TUXEDO TR VCP 1927 B Rehabed 6.0 62.0 VCP 8 CIPP 0.15 66.0 04/16/09

4690620846906207A TUXEDO TR CON 1927 B Rehabed 6.0 189.0 VCP 8 CIPP 0.15 193.0 06/10/09

4690623246906233A RUTHERFORD DR VCP 1926 D Rehabed 15.0 110.0 VCP 8 CIPP 0.15 114.0 04/27/09



Award Date: 04/28/08Project Title: SSRP H32A Canyon & Spring Oak Completion Date: 10/23/09

5 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4690628046906279A TUXEDO TR CON 1927 D Rehabed 14.0 92.0 VCP 8 CIPP 0.15 96.0 04/29/09




4690635946906380A BRONSON HILL DR VCP 1961 C Rehabed 11.0 143.0 VCP 8 CIPP 0.15 147.0 06/09/09

4690637546906373A MANOLA WY CON 1922 A R&R 44.0 VCP 8 48.0 08/13/08

4690637646906375A MANOLA WY CON 1922 B R&R 116.0 VCP 8 120.0 08/29/08

4690637746906376A MANOLA WY CON 1922 B R&R 75.0 VCP 8 79.0 09/02/08

4690638046906381A BRONSON HILL DR CON 1924 B R&R 36.0 VCP 8 40.0 08/25/08




4690638746906386A TUXEDO TR VCP 1961 C Rehabed 7.0 223.0 VCP 8 CIPP 0.15 227.0 06/09/09


4690639946906400A HOLLYRIDGE DR CON 1925 A R&R 96.0 VCP 8 100.0 12/08/08



4690640246906328A HOLLYRIDGE DR CON 1925 C R&R 91.0 VCP 8 95.0 11/24/08

4690640846906373A MANOLA WY CON 1922 D R&R 93.0 VCP 8 102.0 09/08/08

4690640946906379A CANYON COVE CON 1922 C Rehabed 108.0 8 CIPP 0.15 112.0 04/24/09



4690642146906068A BRONHOLLY DR VCP 1925 D R&R 121.0 VCP 8 125.0 01/26/09

4690642546906068A LOCKSLEY PL CON 1925 D Rehabed 51.0 8 CIPP 0.15 55.0 09/30/09

4690644246906441A BRONHOLLY DR VCP 1925 D R&R 61.0 VCP 8 65.0 01/27/09

4690644646906075A CANYON DR WK CON 1927 B Rehabed 101.0 8 CIPP 0.15 105.0 04/15/09

4690645146906206A TUXEDO TR CON 1939 B Rehabed 102.0 8 CIPP 0.15 106.0 04/16/09

4690645946906209A TUXEDO TR CON 1927 C Rehabed 87.0 8 CIPP 0.15 91.0 09/30/09

4690646146906212A TUXEDO TR CON 1927 B Rehabed 138.0 8 CIPP 0.15 142.0 04/28/09

4690646346906462A TUXEDO TR CON 1927 B Rehabed 22.0 117.0 VCP 8 CIPP 0.15 121.0 04/28/09

4690701346907012A PARK OAK PL VCP 1940 B Rehabed 166.0 8 CIPP 0.15 170.0 04/24/09

4690701546907010A PARK OAK DR VCP 1937 B Rehabed 9.0 VCP 8 88.0 12/12/08

4690701946907020A PARK OAK CT CON 1926 D Rehabed 6.0 215.0 VCP 8 CIPP 0.15 219.0 04/14/09

4690702146907034A CANYON OAK DR CON 1926 C R&R 230.0 VCP 8 234.0 11/17/08

4690702646907027A DELL OAK DR CON 1926 C R&R 82.0 VCP 8 86.0 03/02/09



4690703546907023A PARK OAK DR CON 1926 C Rehabed 18.0 198.0 VCP 8 CIPP 0.15 202.0 04/15/09

4690703646907043A WILD OAK DR CON 1926 B R&R 128.0 VCP 8 132.0 10/08/08

6 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4690704046907123A CANYON OAK DR CON 1926 B Rehabed 12.0 159.0 VCP 8 CIPP 0.15 163.0 04/29/09



4690704846907073A PARK OAK DR CON 1924 B R&R 176.0 VCP 8 180.0 11/12/08

4690704946907050A LIVE OAK DR W CON 1924 B R&R 69.0 VCP 8 73.0 10/15/08


4690707146907072A HILL OAK DR CON 1926 B R&R 153.0 VCP 8 157.0 09/18/08

4690707246907048A HILL OAK DR CON 1926 B R&R 127.0 VCP 8 131.0 09/17/08



4690707546907077A RED OAK DR CON 1924 E R&R 188.0 VCP 8 192.0 10/22/08


4690708146907082A MOUNTAIN OAK DR CON 1924 B R&R 154.0 VCP 8 158.0 11/07/08

4690710046907099A HOLLY OAK DR CON 1925 B R&R 72.0 VCP 8 76.0 11/06/08



4690711046907109A LOS GRANDES WY VCP 1964 B Rehabed 6.0 300.0 VCP 8 CIPP 0.15 304.0 04/24/09

4690712346907039A CANYON OAK DR CON 1926 B Rehabed 6.0 VCP 8 92.0 11/18/08


4690705246907053A LIVE OAK DR EAST CON 1924 B R&R 57.0 VCP 8 61.0 06/11/09

CIP No. C765

5181512851815140A HAUSER BL CON 1928 C Rehabed 268.0 8 CIPP 0.15 272.2 12/16/08

5181512951815128A WESTHAVEN ST CON 1928 C Rehabed 307.0 8 CIPP 0.15 311.3 12/22/08

5181513051815129A WESTHAVEN ST CON 1928 C Rehabed 6.0 302.0 VCP 8 CIPP 0.15 305.8 07/02/09

5181514051815157A HAUSER BL CON 1928 C Rehabed 286.0 8 CIPP 0.15 290.2 12/16/08

5181515751815174A HAUSER BL CON 1928 D Rehabed 286.0 8 CIPP 0.15 289.8 12/22/08

5181516451815178A REDONDO BL VCP 1927 D R&R 326.0 VCP 8 330.0 12/29/08

5350300851815174A HAUSER BLVD CON 1928 C Rehabed 286.0 8 CIPP 0.15 290.1 12/19/08

5350301853503015A ROSELAND ST VCP 1928 C Rehabed 86.0 210.0 VCP 12 CIPP 0.15 300.1 08/17/09

5350302053503018A ROSELAND ST VCP 1926 C Rehabed 296.0 12 CIPP 0.15 300.1 08/17/09

5350303153503008A HAUSER BLVD CON 1928 C Rehabed 286.0 8 CIPP 0.15 289.9 12/19/08

5350303353503008A BLACKWELDER ST CON 1928 C Rehabed 344.0 8 CIPP 0.15 348.0 12/30/08

5350303453503031A HOMESIDE AVE CON 1928 C Rehabed 6.0 178.0 VCP 8 CIPP 0.15 182.0 06/10/09

5350304153503038A BLACKWELDER ST CON 1928 D Rehabed 48.0 293.0 VCP 8 CIPP 0.15 296.5 06/10/09

5350308653503085A JEFFERSON BLVD VCP 1956 D Rehabed 28.0 344.0 VCP 8 CIPP 0.15 347.5 06/29/09

5350308853503087A JEFFERSON BL VCP 1956 B Rehabed 285.0 8 Structural 0.25 289.0 01/09/09

5350309653503098A DUNSMUIR AVE R/W VCP 1946 B Rehabed 323.0 8 CIPP 0.15 326.7 01/07/09

5350309753503099A EXPOSITION BL VCP 1946 D Rehabed 271.0 8 CIPP 0.15 274.7 07/14/09

5350309853503097A COCHRAN AV VCP 1946 B Rehabed 82.0 8 CIPP 0.15 86.5 01/05/09

Project Title: SSRP A02B Coliseum & La Brea Award Date: 03/21/08 Completion Date: 10/27/09

7 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5350310053503099A EXPOSITION BL VCP 1939 C R&R 295.0 VCP 8 299.1 04/13/09

5350310153503100A EXPOSITION BL VCP 1939 C R&R 322.0 VCP 8 326.3 04/16/09

5350311153503098A COCHRAN AVE VCP 1946 D Rehabed 21.0 270.0 VCP 8 CIPP 0.15 274.0 05/14/09

5350311253503110A DUNSMUIR AVE VCP 1946 B Rehabed 14.0 VCP 8 330.7 02/02/09

5350312253503111A COCHRAN AVE VCP 1946 C Rehabed 24.0 346.0 VCP 8 CIPP 0.15 349.5 05/14/09

5350312453503113A CLOVERDALE AV VCP 1941 B Rehabed 18.0 346.0 VCP 8 CIPP 0.15 350.0 05/15/09

5350312653503115A ALSACE AV VCP 1939 B Rehabed 25.0 266.0 VCP 8 CIPP 0.15 270.0 04/28/09

5350313253503149A COCHRAN AVE VCP 1946 D Rehabed 33.0 225.0 VCP 8 CIPP 0.25 228.9 07/15/09

5350313753503125A REDONDO BLVD VCP 1939 B Rehabed 34.0 276.0 VCP 8 CIPP 0.15 280.0 03/12/09

5350313953503126A ALSACE AV VCP 1939 B Rehabed 33.0 256.0 VCP 8 CIPP 0.15 259.8 04/28/09

5350314153503142A SYCAMORE AVE ALLEY VCP 1939 D R&R 252.0 VCP 8 256.0 01/28/09

5350314253503127A SYCAMORE AVE VCP 1938 C Rehabed 111.0 345.0 VCP 8 CIPP 0.15 348.9 06/19/09

5350314653503147A BURNSIDE AVE ALLEY VCP 1948 B Rehabed 19.0 229.0 VCP 8 CIPP 0.15 233.0 06/05/09

5350315253503142A SYCAMORE AVE VCP 1939 C R&R 79.0 VCP 8 82.8 01/23/09

5350317453503175A WESTVIEW ST VCP 1926 D Rehabed 18.0 236.0 VCP 8 CIPP 0.15 239.9 07/14/09

5350401753504029A HARCOURT AV VCP 1926 C Rehabed 6.0 241.0 VCP 8 CIPP 0.15 245.0 07/07/09

5350405853504057A FIELD AV ALLEY VCP 1926 C R&R 196.0 VCP 12 200.0 11/12/08

5350405953504058A FIELD AV ALLEY VCP 1926 C R&R 181.0 VCP 12 184.6 11/14/08

5350406253504061A CHESAPEAKE AV ALLEY VCP 1926 D R&R 316.0 VCP 12 320.0 12/04/08

5350407353504072A HARCOURT AV ALLEY CON 1926 C Rehabed 320.0 10 CIPP 0.15 324.0 01/08/09

5350417453504059A FARMDALE AV ALLEY VCP 1926 B R&R 289.0 VCP 10 293.1 11/25/08

5350603253507012A HAUSER BL VCP 1946 D R&R 28.0 VCP 8 31.8 02/05/09


5350701153507001A HAUSER BLVD VCP 1942 B Rehabed 16.0 263.0 VCP 8 CIPP 0.15 267.0 06/05/09

5350702153507020A COLISEUM ST VCP 1947 C Rehabed 140.0 8 CIPP 0.15 144.3 03/11/09

5350703453507018A RIDGELEY DR VCP 1947 B R&R 267.0 VCP 8 270.5 02/11/09

5350705753507056A SYCAMORE AV VCP 1947 D Rehabed 35.0 306.0 VCP 8 CIPP 0.15 310.4 06/25/09

5350705853507044A ORANGE DR VCP 1947 B Rehabed 332.0 8 CIPP 0.15 336.4 06/04/09

5350708153507099A SANCHEZ DR VCP 1947 B Rehabed 14.0 VCP 8 235.9 03/18/09

5350708353507084A SYCAMORE AV VCP 1947 B Rehabed 18.0 237.0 VCP 8 CIPP 0.15 241.4 04/27/09

5350708453507057A SYCAMORE AV VCP 1947 C Rehabed 119.0 293.0 VCP 8 CIPP 0.15 296.8 04/27/09

5350709353507095A WEATHERFORD DR VCP 1952 B Rehabed 12.0 VCP 8 162.6 03/13/09

5350709453507151A CLOVERDALE AV VCP 1964 D Rehabed 18.0 126.0 VCP 8 CIPP 0.15 130.3 04/14/09

5350710053507099A SANCHEZ DR VCP 1952 B Rehabed 196.0 8 CIPP 0.15 200.0 01/06/09

5350710153507100A SANCHEZ DR VCP 1952 B Rehabed 12.0 VCP 8 199.6 03/18/09

5350710253507086A ORANGE DR VCP 1947 B Rehabed 18.0 VCP 8 299.9 04/03/09


5350710853507150A VERONICA ST VCP 1950 B Rehabed 6.0 167.0 VCP 8 CIPP 0.15 170.8 06/15/09

5350710953507116A VERONICA ST VCP 1950 C R&R 294.0 VCP 8 297.7 04/02/09

8 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5350711053507102A ORANGE DR VCP 1947 C R&R 15.0 294.0 VCP 8 CIPP 0.15 298.1 06/04/09

5350711153507112A CLOVERDALE AV VCP 1900 D R&R 172.0 VCP 8 176.0 03/05/09

5350711253507113A CLOVERDALE AV VCP 1900 D Rehabed 72.0 269.0 VCP 8 CIPP 0.15 273.2 04/14/09

5350711353507121A CLOVERDALE AV VCP 1900 C Rehabed 82.0 VCP 8 350.1 03/10/09

5350711553507104A VERONICA ST VCP 1950 B Rehabed 20.0 158.0 VCP 8 CIPP 0.15 161.7 06/15/09

5350711653507117A VERONICA ST VCP 1950 B Rehabed 30.0 8 CIPP 0.15 34.2 12/31/08

5350711853507117A VERONICA ST VCP 1950 B Rehabed 149.0 8 CIPP 0.15 152.5 12/31/08

5350712053507111A TERRAZA DR VCP 1900 B Rehabed 23.0 162.0 VCP 8 CIPP 0.15 165.6 06/26/09

5350712253507114A CLOVERDALE AV VCP 1964 C Rehabed 52.0 346.0 VCP 8 CIPP 0.15 350.0 05/18/09

5350713153507120A TERRAZA DR VCP 1945 D R&R 280.0 VCP 8 284.4 03/03/09

5350715053507101A SANCHEZ DR VCP 1952 D Rehabed 28.0 155.0 VCP 8 CIPP 0.15 159.3 06/19/09

5351100153507123A VERONICA ST VCP 1951 B Rehabed 6.0 VCP 8 192.9 03/27/09

5351100253511001A EL MIRADOR DR VCP 1953 C Rehabed 62.0 237.0 VCP 8 CIPP 0.15 241.1 06/03/09

5351100353511002A EL MIRADOR DR VCP 1970 A Rehabed 146.0 8 CIPP 0.15 149.9 01/05/09

5351100453511003A EL MIRADOR DR VCP 1953 C Rehabed 22.0 184.0 VCP 8 CIPP 0.15 187.7 06/03/09

5351101153507131A TERRAZA DR VCP 1955 B Rehabed 23.0 346.0 VCP 8 CIPP 0.15 350.0 06/26/09

5351101253511013A PUNTA ALTA DR VCP 1953 C R&R 255.0 VCP 8 258.9 03/26/09

5351101353511008A PUNTA ALTA DR VCP 1970 B Rehabed 30.0 116.0 VCP 8 CIPP 0.15 119.7 06/24/09

5351101553511011A TERRAZA DR VCP 1955 C R&R 259.0 VCP 8 263.0 02/26/09

5351102253511024A PUNTA ALTA DR VCP 1955 B Rehabed 18.0 264.0 VCP 8 CIPP 0.15 268.0 06/24/09

5360100953601028A EDGEHILL DR VCP 1924 B Rehabed 42.0 VCP 8 343.4 10/30/08

5360101053601030A 11TH AV VCP 1924 D Rehabed 14.0 280.0 VCP 8 CIPP 0.15 283.5 12/18/08

5360102453601038A CRENSHAW BL CON 1939 C Rehabed 26.0 330.0 VCP 8 CIPP 0.15 334.0 12/29/08

5360102853601042A EDGEHILL DR VCP 1924 C Rehabed 11.0 263.0 VCP 8 CIPP 0.15 266.6 03/11/09

5360103053601043A 11TH AV VCP 1924 C Rehabed 283.0 8 CIPP 0.15 286.5 12/18/08

5360103253601044A 10TH AV VCP 1924 D R&R 286.0 VCP 8 289.6 10/28/08

5360103353601032A 30TH ST VCP 1927 D R&R 166.0 VCP 8 170.0 10/21/08

5360104353601055A 11TH AV VCP 1924 C Rehabed 20.0 276.0 VCP 8 CIPP 0.15 280.0 12/17/08




5360204753601056A 9TH AV ALLEY VCP 1924 D Rehabed 51.0 325.0 VCP 8 CIPP 0.15 328.7 12/17/08

5360204953602048A 7TH AV ALLEY VCP 1924 C Rehabed 19.0 356.0 VCP 8 CIPP 0.15 359.9 12/26/08

CIP No. C691

46902046 / NEW MH 127 RODGERTON DR VCP 1923 Unknown Rehabed 7.0 VCP 8 49.0 06/11/09

NEW MH 127 / NEW MH 126 RODGERTON DR VCP 1923 Unknown Rehabed 6.0 VCP 8 80.9 06/11/09

NEW MH 126 / 46902033 RODGERTON DR VCP 1923 Unknown Rehabed 12.0 VCP 8 47.0 06/26/09

46902058 / NEW MH 131 RODGERTON DR VCP 1923 Unknown N/A 8 38.6 07/14/09

NEW MH 131 / NEW MH 130 RODGERTON DR VCP 1923 Unknown Rehabed 10.0 VCP 8 32.0 07/13/09

Award Date: 09/29/08Project Title: Upper Beachwood Central Maintenance Hole Addition Completion Date: 12/30/09

9 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


NEW MH 130 / NEW MH 129 RODGERTON DR VCP 1923 Unknown N/A 8 38.0 07/13/09

NEW MH 129 / 46902057 RODGERTON DR VCP 1923 Unknown N/A 8 47.1 06/11/09

46902069 / NEW MH 133 RODGERTON DR VCP 1923 Unknown Rehabed 14.0 14.0 VCP 8 94.7 07/20/09

NEW MH 133 / NEW MH 132 RODGERTON DR VCP 1923 Unknown New 24.0 VCP 8 27.4 07/14/09

NEW MH 132 / 46902068 RODGERTON DR VCP 1923 Unknown New 32.0 VCP 8 35.7 07/14/09

46902070 / NEW MH 134 RODGERTON DR VCP 1923 Unknown Rehabed 11.0 VCP 8 47.6 06/17/09




46902086 / NEW MH 136 BELDEN DR VCP 1923 Unknown N/A 8 84.3 10/27/09

NEW MH 136 / 46902182 BELDEN DR VCP 1923 Unknown New 25.2 VCP 8 29.2 10/27/09

NEW MH 139 / NEW MH 138 BELDEN DR VCP 1923 Unknown New 65.6 VCP 8 69.6 10/23/09



NEW MH 141 / NEW MH 140 BELDEN DR VCP 1923 Unknown N/A 8 28.0 08/04/09

NEW MH 140 / 46902181 BELDEN DR VCP 1923 Unknown N/A 8 28.4 08/04/09


NEW MH 145 / NEW MH146 BELDEN DR VCP 1923 Unknown N/A 8 47.0 08/04/09

NEW MH 146 / 46902197 BELDEN DR VCP 1923 Unknown N/A 8 26.3 08/04/09

46902197 / 46902096 BELDEN DR VCP 1923 Unknown New 39.0 VCP 8 41.4 08/04/09


NEW MH 147 / NEW MH 149 BELDEN DR VCP 1923 Unknown New 4.0 VCP 8 63.9 09/17/09



NEW MH 150 / NEW MH 151 BELDEN DR VCP 1923 Unknown N/A 8 21.1 08/26/09

NEW MH 151 / NEW MH 152 BELDEN DR VCP 1923 Unknown Rehabed 8.0 VCP 8 47.9 08/21/09

NEW MH 152 / 46902098 BELDEN DR VCP 1923 Unknown Rehabed 9.0 VCP 8 122.9 08/21/09

46902098 / NEW MH 153 BELDEN DR VCP 1923 Unknown New 21.0 VCP 8 24.6 09/17/09

NEW MH 153 / 46902200 BEACHWOOD DR VCP 1923 Unknown New 4.0 VCP 8 30.9 09/17/09


NEW MH 163 / NEW MH 164 RODGERTON DR VCP 1923 Unknown N/A 8 71.0 07/14/09



NEW MH 165 / NEW MH 165A RODGERTON DR VCP 1923 Unknown New 16.0 VCP 8 48.0 09/16/09

NEW MH 165A / 46902074 RODGERTON DR VCP 1923 Unknown N/A 8 44.8 09/16/09


NEW MH 166 / 46902075 RODGERTON DR VCP 1923 Unknown Rehabed 5.0 VCP 8 29.7 09/04/09

46902075 / NEW MH 167 RODGERTON DR VCP 1923 Unknown New 40.0 VCP 8 44.0 08/17/09


10 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


NEW MH 170 / 46902060 RODGERTON DR VCP 1923 Unknown New 82.0 VCP 8 85.9 08/18/09





NEW MH 173 / 46902053 BEACHWOOD DR VCP 1923 Unknown New 4.0 VCP 8 20.5 08/05/09

CIP No. C756

4691305246913053A HOLLYWOOD BL VCP 1916 C Rehabed 8.0 VCP 8 148.0 06/23/09

4691305346914015A HOLLYWOOD BL VCP 1916 C Rehabed 16.0 VCP 8 275.0 06/23/09

4691307146914037A VINE ST VCP 1928 D Rehabed 309.0 8 CIPP 0.24 313.0 10/16/09

4691314746913148A SCHRADER BL CON 1929 C R&R 96.0 VCP 8 100.0 07/17/09

4691317346913174A CHEROKEE AV VCP 1916 B Rehabed 6.0 VCP 6 213.0 03/11/09

4691320946913234A WILCOX AV VCP 1929 D Rehabed 8.0 VCP 12 325.7 09/29/09

4691325046913218A IVAR AV VCP 1915 A Rehabed 10.0 VCP 6 337.0 10/20/09

4691325749301010A CHEROKEE AV VCP 1917 B R&R 356.0 VCP 8 360.0 03/11/09

4691325949301012A JUNE ST VCP 1917 B R&R 351.0 VCP 8 355.0 02/27/09

4691404846914076A GOWER ST VCP 1916 B Rehabed 271.0 8 CIPP 0.3 274.8 10/03/09

4691407346914071A SELMA AV VCP 1927 B R&R 308.0 VCP 8 312.0 03/19/09

4691407846914077A SELMA AV VCP 1916 B R&R 346.0 VCP 8 350.0 03/24/09

4691407946914093A LABAIG AV VCP 1916 B R&R 264.0 VCP 8 268.0 03/27/09

4691408646914114A EL CENTRO AV VCP 1916 B Rehabed 323.0 8 CIPP 0.24 327.0 10/08/09

4691409346914123A LABAIG AV VCP 1916 B R&R 305.0 VCP 8 309.0 04/14/09

4691413446914155A VAN NESS AV VCP 1922 B R&R 355.0 VCP 8 359.0 05/07/09

4691415546914182A VAN NESS AV VCP 1922 B R&R 355.0 VCP 8 359.0 05/01/09

4691416646914191A BEACHWOOD DR R/W VCP 1921 A R&R 269.0 VCP 8 273.0 05/22/09

4691417149302005A EL CENTRO AV CON 1923 B Rehabed 6.0 VCP 12 408.0 09/18/09

4691417749302013A GORDON ST VCP 1914 C Rehabed 28.0 VCP 8 352.0 05/27/09

4691417846914189A TAMARIND AV VCP 1914 B R&R 284.0 VCP 8 288.0 04/20/09

4691418846914178A TAMARIND AV VCP 1914 B R&R 284.0 VCP 8 288.0 04/22/09

4691419146914176A BEACHWOOD DR R/W VCP 1914 A R&R 270.0 VCP 8 274.0 04/27/09

4930101149301036A CHEROKEE AV CON 1925 C R&R 278.0 VCP 8 282.0 12/04/08

4930101349301037A JUNE ST CON 1925 C R&R 281.0 VCP 8 285.0 12/11/08

4930104749301049A CAHUENGA BL CON 1929 C R&R 56.0 VCP 8 59.7 10/21/09

4930107449301076A LEXINGTON AVE CON 1921 C R&R 212.0 VCP 8 215.6 10/29/09

4930110249301104A SANTA MONICA BL CON 1923 C Rehabed 306.0 8 CIPP 0.3 310.0 10/06/09


4930114549301146A ELEANOR AV CON 1926 C R&R 190.0 VCP 8 194.4 09/24/09

4930117849301197A LILLIAN WY CON 1920 C Rehabed 342.0 8 CIPP 0.3 346.4 10/01/09

4930122949305015A LILLIAN WY CON 1920 C R&R 324.0 VCP 8 330.1 09/29/08

Award Date: 02/27/08Project Title: SSRP H30B Santa Monica Blvd & Gower St Completion Date: 01/07/10

11 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)



4930200449302002A FOUNTAIN AV CON 1915 C R&R 305.0 VCP 8 309.0 09/14/09

4930202449302023A LA MIRADA AV VCP 1921 B Rehabed 30.0 305.0 VCP 8 CIPP 0.3 309.0 10/02/09

4930206549302064A VAN NESS AV VCP 1953 D Rehabed 12.0 VCP 8 16.2 06/12/09

4930207749302093A BEACHWOOD DR VCP 1914 B Rehabed 33.0 VCP 8 324.0 06/12/09

4930503349305051A LILLIAN WY CON 1920 B Rehabed 53.0 326.0 VCP 8 CIPP 0.3 330.1 09/30/09

4930505149305083A LILLIAN WY CON 1920 C R&R 308.0 VCP 8 311.9 11/10/08

4930506849305071A MELROSE AV VCP 1911 D R&R 328.0 VCP 15 332.4 11/06/08

4930510349305067A SEWARD ST VCP 1931 B Rehabed 36.0 344.0 VCP 8 CIPP 0.24 347.5 09/29/09

4930515049305044A HUDSON AV VCP 1918 B R&R 343.0 VCP 8 347.2 09/16/08

4930601349306012A EL CENTRO AV ALLEY VCP 1921 D R&R 341.0 VCP 8 345.0 11/20/08

4930602049306019A VINE ST VCP 1918 C Rehabed 55.0 8 270.0 10/22/09

4930602149306032A EL CENTRO AV VCP 1913 B Rehabed 326.0 8 CIPP 0.24 331.0 09/09/09

4930603249306040A EL CENTRO AV VCP 1911 D R&R 159.0 VCP 8 163.0 10/02/09

4930603349306032A EL CENTRO AV ALLEY VCP 1915 D Rehabed 291.0 8 CIPP 0.24 295.0 09/10/09

4930603449306033A EL CENTRO AV ALLEY VCP 1915 D Rehabed 8.0 VCP 8 293.0 10/22/09

CIP No. C766

46811123/46811222A Silver Lake Blvd VCP N/A N/A NEW 27.0 VCP 8 28.3 08/13/09

46811138/46811123A Hollydale Drive VCP N/A N/A NEW 81.0 VCP 8 80.6 08/14/09










CIP No. C551

5650802656508031A BARING CROSS ST CON 1925 C Rehabed 166.0 8 CIPP 0.25 169.8 07/14/09

5650802856508029A 94TH ST CON 1925 B Rehabed 168.0 8 CIPP 0.25 172.0 03/10/09

5650802956508030A 94TH ST CON 1925 B Rehabed 204.0 8 CIPP 0.25 208.4 03/10/09

5650803056508032A 94TH ST CON 1925 C Rehabed 222.0 8 CIPP 0.25 225.6 03/11/09




5650804456508046A COLDEN AV CON 1923 C Rehabed 261.0 8 CIPP 0.25 265.4 03/20/09


5651200256512003A 99TH ST VCP 1926 B Rehabed 34.0 VCP 8 320.0 12/23/08

Award Date: 03/21/08Project Title: SSRP S09 Imperial Hwy & Figueroa St

Project Title: Odor Control Hollydale Dr. Local Sewer Addition Award Date: 07/30/08 Completion Date: 03/29/10

Completion Date: 04/28/10

12 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5651200956512010A CENTURY BL CON 1925 C Rehabed 360.0 8 CIPP 0.27 364.3 03/24/09

5651201056609020A CENTURY BL CON 1925 D Rehabed 360.0 8 CIPP 0.27 364.0 07/23/09

5651202756512066A 103RD ST VCP 1927 B Rehabed 113.0 8 CIPP 0.25 115.0 02/27/09

5651204356512044A 105TH ST VCP 1927 B Rehabed 19.0 238.0 VCP 8 CIPP 0.15 242.2 12/01/08

5651204556512071A 105TH ST VCP 1927 B Rehabed 193.0 8 CIPP 0.25 195.0 03/02/09

5651205456512055A 107TH ST VCP 1927 D Rehabed 20.0 323.0 VCP 8 CIPP 0.15 327.0 01/27/09


5651206656609072A 103RD ST CON 1925 B Rehabed 43.0 8 CIPP 0.25 45.0 02/27/09

5651207156609122A 105TH ST CON 1927 D Rehabed 43.0 8 CIPP 0.25 45.0 03/02/09

5651601056516011A 109TH ST VCP 1937 C Rehabed 38.0 VCP 8 290.0 12/08/08

5651601656613021A 109TH PL VCP 1937 B Rehabed 286.0 8 CIPP 0.15 290.0 02/11/09

5651603056516031A 112TH ST CON 1932 C Rehabed 6.0 242.0 8 CIPP 0.25 246.0 03/11/09




5660111356601114A 88TH ST CON 1925 C Rehabed 10.0 346.0 VCP 8 CIPP 0.15 350.0 01/21/09

5660111456601115A 88TH ST CON 1925 C Rehabed 45.0 246.0 VCP 8 CIPP 0.16 250.0 12/24/08

5660112656601127A 88TH PL VCP 1927 B Rehabed 37.0 VCP 8 307.0 12/30/08

5660503256605033A 91ST PL CON 1927 C Rehabed 315.0 8 CIPP 0.25 319.0 03/11/09

5660507856605079A 93RD ST VCP 1950 C Rehabed 346.0 8 CIPP 0.15 350.0 01/28/09











5660517956605180A 98TH ST VCP 1926 C Rehabed 215.0 VCP 8 340.0 12/05/08

5660522156605136A COLDEN AVE CON 1925 C Rehabed 53.0 8 CIPP 0.28 55.0 03/23/09

5660900156609020A HOOVER ST CON 1927 C Rehabed 303.0 8 CIPP 0.27 307.4 08/14/09






5660903556609020A HOOVER ST CON 1924 D Rehabed 306.0 8 CIPP 0.27 310.1 07/22/09

13 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)



5660907556609076A 103RD ST VCP 1968 B Rehabed 41.0 VCP 8 334.4 10/02/08


5660909756609250A 104TH ST VCP 1927 B Rehabed 89.0 296.0 VCP 8 CIPP 0.25 298.0 02/26/09

5660911656609117A 104TH PL CON 1927 D Rehabed 324.0 8 CIPP 0.25 328.0 03/10/09

5660911756609118A 104TH PL CON 1927 D Rehabed 323.0 8 CIPP 0.25 327.4 03/10/09

5660911856609119A 104TH PL CON 1927 D Rehabed 170.0 327.0 VCP 8 CIPP 0.25 330.6 10/08/08

5660911956609120A 104TH PL CON 1927 D Rehabed 65.0 326.0 VCP 8 CIPP 0.25 330.0 01/05/09




5660916056609140A HOOVER ST CON 1924 B Rehabed 296.0 8 CIPP 0.25 300.0 04/01/09






5661300956609187A FIGUEROA ST CON 1923 C Rehabed 322.0 12 CIPP 0.41 325.8 04/08/09







5661310256613081A FIGUEROA ST CON 1923 D Rehabed 361.0 10 CIPP 0.31 364.6 04/08/09


5661313756613138A IMPERIAL HWY CON 1935 C Rehabed 332.0 8 CIPP 0.27 336.2 04/01/09







5810113458101131A FIGUEROA ST CON 1930 C Rehabed 18.0 101.0 VCP 8 CIPP 0.27 105.3 01/09/09


5820400456516049A MENLO AV VCP 1929 B Rehabed 25.0 327.0 VCP 8 CIPP 0.25 331.0 12/19/08


5820402958204025A MENLO AV VCP 1946 B Rehabed 33.0 VCP 8 320.3 12/09/08

5820403158204035A AINSWORTH ST VCP 1946 C Rehabed 153.0 VCP 8 267.8 12/12/08

14 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


CIP No. C763

4701109347015019B NICHOLS CANYON ROAD VCP 1964 C Rehabed 340.0 8 CIPP 0.17 344.0 343.8

4701110147015015A FAIRFAX AV CON 1925 C R&R 163.0 VCP 8 167.0 167.0

4701110247015005A FAREHOLM DR VCP 1926 A R&R 82.0 VCP 8 128.0 85.5

4701110547015006A ORANGE GROVE AV CON 1923 D R&R 124.0 VCP 8 128.0 128.1

4701110647015037A COURTNEY AV CON 1921 B R&R 271.0 VCP 8 275.0 275.0

4701110747015038A STANLEY AV CON 1920 D R&R 251.0 VCP 8 255.0 255.0

4701110847015025A CURSON AV VCP 1925 C R&R 296.0 VCP 8 300.0 300.0

4701500547015004A FAREHOLM DR VCP 1926 A R&R 68.0 VCP 8 72.0 72.1

4701500647015018A ORANGE GROVE AV CON 1923 A R&R 56.0 VCP 8 60.0 60.0

4701500747015008A HILLSIDE AV VCP 1925 B R&R 248.0 VCP 8 252.0 252.1

4701500847015036A OGDEN DR VCP 1925 C R&R 164.0 VCP 8 168.0 167.7

4701501347015014A FAREHOLM DR CON 1925 C Rehabed 138.0 VCP 8 152.0 152.2

4701501447015003A FAREHOLM DR CON 1927 C R&R 51.0 VCP 8 55.0 54.8

4701501547015016A FAIRFAX AV CON 1925 D R&R 121.0 VCP 8 125.0 125.0


4701501747015033A FAIRFAX AV CON 1925 B Rehabed 87.0 VCP 6 100.0 100.0

4701501847015035A HILLSIDE AV VCP 1925 B R&R 360.0 VCP 8 364.0 364.1

4701502147015057A GARDNER ST VCP 1925 D Rehabed 32.0 347.0 VCP 8 CIPP 0.17 351.0 351.3

4701502547015054A CURSON AV VCP 1925 A R&R 296.0 VCP 8 300.0 300.0


4701503447015035A HILLSIDE AV CON 1923 D R&R 36.0 VCP 8 40.0 40.0

4701503547015044A FAIRFAX AV VCP 1925 B R&R 149.0 VCP 8 153.0 153.4

4701503647015074A OGDEN DR VCP 1921 B R&R 346.0 VCP 8 350.0 350.0


4701503847015052A STANLEY AV CON 1920 B R&R 251.0 VCP 8 255.0 255.0

4701504047015039A HEMET PL VCP 1937 B Rehabed 19.0 101.0 VCP 8 CIPP 0.17 105.0 105.0

4701504447015045A FAIRFAX AV VCP 1925 A Rehabed 41.0 VCP 8 45.0 44.9

4701504547015070A FAIRFAX AV VCP 1958 C R&R 161.0 VCP 8 165.0 165.1

4701505147015050A HOLLYWOOD BL CON 1921 D Rehabed 6.0 211.0 VCP 8 Struct. CIPP 0.29 215.0 215.0

4701505247015053A HOLLYWOOD BL CON 1920 C Rehabed 126.0 8 Struct. CIPP 0.29 130.0 130.1

4701505347015054A HOLLYWOOD BL CON 1918 C Rehabed 8.0 216.0 VCP 8 Struct. CIPP 0.29 220.0 220.0

4701505447015090A CURSON AV VCP 1925 B Rehabed 42.0 229.0 VCP 8 CIPP 0.17 292.0 291.8

4701505647015057A HOLLYWOOD BL VCP 1925 B Rehabed 18.0 216.0 VCP 8 CIPP 0.17 220.0 220.0

4701505747015092A GARDNER ST VCP 1925 C Rehabed 56.0 305.0 VCP 8 CIPP 0.17 309.0 308.7

4701506247015064A HOLLYWOOD BL CON 1927 C Rehabed 115.0 8 Struct. CIPP 0.29 119.0 119.2

4701506447015065A HOLLYWOOD BL CON 1927 B Rehabed 16.0 189.0 CON 8 Struct. CIPP 0.29 193.0 193.0

4701506747015068A HOLLYWOOD BL VCP 1927 A R&R 240.0 VCP 8 244.0 244.0

4701506847015070A HOLLYWOOD BL VCP 1958 D R&R 240.0 VCP 8 244.0 244.0

Award Date: 04/14/08Project Title: SSRP H28C Sunset Blvd & Gardner Completion Date: 06/02/10

15 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4701507247015073A HOLLYWOOD BL VCP 1954 B Rehabed 228.0 12 CIPP 0.23 232.0 232.0

4701507447015086A OGDEN DR CON 1921 D R&R 260.0 VCP 8 264.0 264.3

4701507547015089A STANLEY AV VCP 1925 A R&R 188.0 VCP 8 192.0 192.0

4701508547015101A ORANGE GROVE AV CON 1921 B Rehabed 31.0 289.0 VCP 8 Struct. CIPP 0.29 293.0 292.5

4701508647015102A OGDEN DR CON 1921 C R&R 261.0 VCP 8 265.0 265.0

4701508847015106A COURTNEY AV CON 1921 B Rehabed 330.0

4701508947015108A STANLEY AV VCP 1925 A R&R 343.0 VCP 8 347.0 347.0

4701509047015109A CURSON AV VCP 1925 C Rehabed 58.0 VCP 8 368.0 368.2

4701509247015111A GARDNER ST VCP 1925 B Rehabed 34.0 348.0 VCP 8 CIPP 0.17 352.0 351.5

4701509647015097A SELMA AV CON 1928 C Rehabed 6.0 328.0 VCP 10 Struct. CIPP 0.35 332.0 332.0

4701509747015098A SELMA AV CON 1921 D Rehabed 44.0 243.0 VCP 8 Struct. CIPP 0.29 243.0 247.0

4701509847015099A SELMA AV CON 1921 D R&R 242.0 VCP 8 246.0 246.0

4701510047015103A SELMA AV VCP 1954 C Rehabed VCP 15 342.0 342.1

4701510247015119A OGDEN DR CON 1921 B R&R 291.0 VCP 8 295.0 295.0

4701510347015104A SELMA AV VCP 1954 D Rehabed 40.0 313.0 VCP 15 CIPP 0.29 317.0 317.0

4701510447015107A SELMA AV VCP 1954 C Rehabed 27.0 VCP 15 341.0 341.1


4701510747015122A COURTNEY AV VCP 1954 B Rehabed 32.0 321.0 VCP 15 CIPP 0.29 325.0 325.4

4701510847015123A STANLEY AV VCP 1925 B Rehabed 12.0 317.0 VCP 8 CIPP 0.29 321.0 321.0

4701510947015124A CURSON AV VCP 1925 D Rehabed 317.0 8 CIPP 0.17 321.0 320.8

4701511347015128A CRESCENT HEIGHTS BL VCP 1948 C Rehabed 15.0 267.0 VCP 8 CIPP 0.17 271.0 270.8

4701511547015116A HAYWORTH AV CON 1921 D R&R 223.0 VCP 8 227.0 227.2

4701511647015133A HAYWORTH AV CON 1921 C R&R 321.0 VCP 8 325.0 325.0

4701511747015137A FAIRFAX AV CON 1921 B R&R 321.0 VCP 8 325.0 324.7

4701512247015150A COURTNEY AV VCP 1954 B Rehabed 27.0 296.0 VCP 15 CIPP 0.29 300.0 300.0

4701512647015162A GARDNER ST VCP 1927 B Rehabed 321.0 8 CIPP 0.17 325.0 325.0

4701513947015141A ORANGE GROVE AV CON 1921 C Rehabed 140.0 8 Struct. CIPP 0.29 144.0 144.0

4701514047015143A SUNSET BL CON 1931 C Rehabed 326.0 10 Struct. CIPP 0.35 330.0 330.0


4701515647015159A SUNSET BL CON 1931 C R&R 286.0 VCP 10 290.0 289.9

4701515747015158A SUNSET BL VCP 1954 D Rehabed 8.0 VCP 15 294.0 294.1

4701516647015175A SIERRA BONITA AV VCP 1925 A Rehabed 20.0 VCP 6 265.0 265.0

4701516747015176A GARDNER ST VCP 1925 C R&R 261.0 VCP 8 265.0 265.0

4701516947015178A ORANGE GROVE AV CON 1921 D R&R 295.0 VCP 8 299.0 299.2

4701517247015181A SPAULDING AV CON 1921 C Rehabed 296.0 8 Struct. CIPP 0.29 300.0 300.2

4701517447015187A CURSON AV VCP 1925 D R&R 289.0 VCP 8 293.0 293.0

4701517547015184A SIERRA BONITA AV VCP 1925 A R&R 261.0 VCP 8 265.0 265.3

4701517647015185A GARDNER ST VCP 1925 A R&R 261.0 VCP 8 265.0 265.4

4701518047015192A GENESEE AV CON 1921 C R&R 321.0 VCP 8 325.0 325.0

16 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4701518147015193A SPAULDING AV CON 1921 C Rehabed 32.0 321.0 CON 8 Struct. CIPP 0.29 325.0 325.0

4701518447015196A SIERRA BONITA AV VCP 1925 D R&R 296.0 VCP 8 300.0 299.7

4701518747015195A CURSON AV VCP 1925 C R&R 293.0 VCP 8 297.0 297.0

4701518949203007A ORANGE GROVE AV CON 1921 C Rehabed 321.0 8 Struct. CIPP 0.29 325.0 325.2

4701519149203009A OGDEN DR CON 1921 A R&R 321.0 VCP 8 325.0 325.1

4701519249203011A GENESEE AV CON 1921 D R&R 321.0 VCP 8 325.0 325.1

4701519649203017A SIERRA BONITA AV VCP 1925 A R&R 346.0 VCP 8 350.0 350.0

4701600547016016A CAMINO PALMERO VCP 1925 D R&R 246.0 VCP 8 250.0 250.0

4701601147016017A FULLER AV VCP 1925 D R&R 196.0 VCP 8 200.0 200.0

4701601447015057A HOLLYWOOD BL VCP 1925 B Rehabed 23.0 292.0 VCP 8 CIPP 0.17 296.0 295.8

4701601547016014A HOLLYWOOD BL VCP 1925 B Rehabed 32.0 VCP 6 364.0 364.2

4701603447016046A VISTA ST VCP 1925 C R&R 264.0 VCP 8 268.0 268.0

4701603547016047A MARTEL AV VCP 1925 B R&R 264.0 VCP 8 268.0 268.0

4701603747016049A POINSETTIA PL VCP 1925 C R&R 181.0 VCP 8 185.0 185.0

4701604647016062A VISTA ST VCP 1925 B R&R 263.0 VCP 8 267.0 267.0

4701604747016064A MARTEL AV VCP 1925 C R&R 263.0 VCP 8 267.0 267.0


4701606247015111A HAWTHORN AV VCP 1925 C Rehabed 34.0 VCP 8 292.0 291.8

4701606347016062A HAWTHORN AV VCP 1925 D R&R 374.0 VCP 8 378.0 378.2

4701606547016082A MARTEL AV VCP 1925 C R&R 325.0 VCP 8 329.0 329.2



4701608247016099A MARTEL AV VCP 1925 D R&R 326.0 VCP 8 330.0 330.0

4701608447016102A POINSETTIA PL VCP 1925 A R&R 306.0 VCP 8 310.0 310.0

4701609047016095A VISTA ST VCP 1925 A R&R 146.0 VCP 8 150.0 150.0




4701612747016136A FULLER AV VCP 1925 B R&R 291.0 VCP 8 295.0 295.0


4701613647016149A FULLER AV VCP 1925 D R&R 292.0 VCP 8 296.0 296.0

4701614747016162A VISTA ST VCP 1925 A R&R 291.0 VCP 8 295.0 295.0

4701614947016164A FULLER AV VCP 1925 B R&R 292.0 VCP 8 296.0 296.0

4701615047016165A POINSETTIA PL VCP 1925 D R&R 266.0 VCP 8 270.0 270.0


4701616349204127A MARTEL AVE VCP 1925 D R&R 291.0 VCP 10 295.0 295.0

4701616449204128A FULLER AVE VCP 1925 B R&R 271.0 VCP 8 275.0 275.0

4701616549204129A POINSETTIA PL VCP 1925 A R&R 246.0 VCP 8 250.0 250.0


17 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4920300749203009A FOUNTAIN AV CON 1925 C Rehabed 18.0 326.0 VCP 8 Struct. CIPP 0.29 330.0 329.8



4920400149204002A FOUNTAIN AV VCP 1925 B R&R 326.0 VCP 8 330.0 330.1

4920400249204003A FOUNTAIN AV CON 1925 D R&R 328.0 VCP 8 332.0 332.1

4690920646909220 HOLLY DR CIP Rehabed 68.0 346.0 CIP 10 HDPE 1.00 350.0 12/28/09

4920815049208150 LA BREA AV CON R&R 296.0 VCP 8 300.0 01/28/10

4701514147015160 ORANGE GROVE AV CON R&R 296.0 VCP 8 300.0 12/09/09

CIP No. C770

4900301049003018A ROSCOMARE ROAD VCP 1948 B Rehabed 12.0 VCP 8 334.0 10/05/09

4900301149003019A ROBERTO LANE VCP 1961 B Rehabed 12.0 262.0 VCP 8 CIPP 0.18 266.2 01/23/10

4900301849003025A ROSCOMARE ROAD VCP 1948 D Rehabed 12.0 180.0 VCP 8 CIPP 0.18 184.0 01/27/10

4900301949003021A ROBERTO LANE VCP 1961 B Rehabed 194.0 VCP 8 CIPP 0.18 197.5 01/23/10

4900304049003041A ROSCOMARE ROAD VCP 1948 B Rehabed 8.0 VCP 8 345.4 10/07/09

4900400249004003A SOMERA ROAD VCP 1935 B Rehabed 28.0 100.0 VCP 8 CIPP 0.18 103.5 01/25/10

4900400349004004A CHANTILLY ROAD VCP 1947 B Rehabed 20.0 83.0 VCP 8 CIPP 0.18 87.2 01/26/10

4900400549004010A STRADELLA ROAD VCP 1950 D R&R 292.0 VCP 8 296.2 11/21/09

4900400949004018A CHANTILLY ROAD VCP 1947 B Rehabed 322.0 8 CIPP 0.18 326.0 01/23/10

4900401049004019A STRADELLA ROAD VCP 1950 D Rehabed 32.0 VCP 8 342.6 10/06/09

4900401849004022A CHANTILLY ROAD VCP 1947 C Rehabed 33.0 172.0 VCP 8 CIPP 0.18 176.4 01/21/10

4900402049004024A STRADELLA ROAD VCP 1935 D Rehabed 27.0 189.0 VCP 8 CIPP 0.18 193.0 01/28/10

4900402249004023A CHANTILLY ROAD VCP 1947 C Rehabed 59.0 235.0 VCP 8 CIPP 0.18 239.2 01/26/10


4900403449004047A SOMERA ROAD VCP 1935 C Rehabed 18.0 346.0 VCP 8 CIPP 0.18 349.9 01/27/10


4900404749004048A SOMERA ROAD VCP 1935 C R&R 335.0 VCP 8 339.5 08/28/09

4900404849004054A SOMERA ROAD VCP 1947 D R&R 287.0 VCP 8 291.0 08/24/09

4900405449004061A SOMERA ROAD VCP 1947 D R&R 343.0 VCP 8 346.8 08/18/09


4900406149004068A SOMERA ROAD VCP 1947 C R&R 290.0 VCP 8 294.4 08/12/09

4900406949004076A CHANTILLY ROAD VCP 1947 B Rehabed 27.0 VCP 8 270.0 09/27/09

4900802749008028A CHALON ROAD VCP 1937 C Rehabed 18.0 331.0 VCP 8 CIPP 0.18 335.2 01/26/10

4900802849008029A CHALON ROAD VCP 1937 B Rehabed 18.0 140.0 VCP 8 CIPP 0.18 144.1 01/26/10

4900806649008052A CHALON ROAD VCP 1928 C Rehabed 37.0 103.0 VCP 8 CIPP 0.18 107.4 12/01/09

4900808749008086A CHALON ROAD VCP 1928 B Rehabed 187.0 VCP 8 CIPP 0.18 190.9 12/28/09

4900813349008134A BELLAGIO ROAD VCP 1927 B R&R 242.0 VCP 8 245.7 12/10/09

4901200149012010A BELLAGIO ROAD VCP 1935 B Rehabed 306.0 8 CIPP 0.18 309.5 01/30/10

4901203549012115A BENTLEY CIR VCP 1937 B Rehabed 158.0 8 CIPP 0.18 161.5 11/25/09

4901205349012062A GREENFIELD AVE VCP 1928 C Rehabed 57.0 291.0 VCP 8 CIPP 0.18 294.9 12/10/09

Award Date: 11/14/08Project Title: SSRP U18B Veteran Ave & Sunset Blvd Completion Date: 06/09/10

18 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4901205449012063A VETERAN AVE VCP 1927 B Rehabed 14.0 346.0 VCP 10 CIPP 0.18 350.0 01/28/10

4901206249012072A GREENFIELD AVE VCP 1928 C Rehabed 64.0 343.0 VCP 8 CIPP 0.18 346.6 12/15/09

4901207249012081A GREENFIELD AVE VCP 1928 D R&R 273.0 VCP 8 277.4 04/03/09

4901207349012083A VETERAN AVE VCP 1927 B Rehabed 8.0 VCP 10 350.0 05/21/09

4901207949012092A TILDEN AVE VCP 1928 B Rehabed 12.0 346.0 VCP 8 CIPP 0.18 350.0 01/26/10

4901208349012112A VETERAN AVE VCP 1927 D Rehabed 24.0 326.0 VCP 10 CIPP 0.18 331.0 01/27/10

4901209249012108A TILDEN AVE VCP 1928 C Rehabed 43.0 205.0 VCP 8 CIPP 0.18 208.9 12/03/09

4901210849016006A TILDEN AVE VCP 1928 C Rehabed 49.0 160.0 VCP 8 CIPP 0.18 163.5 12/03/09

4901211149012083A CASHMERE ST VCP 1928 B Rehabed 29.0 8 CIPP 0.18 33.0 11/25/09

4901600249016012A VETERAN AVE VCP 1929 B Rehabed 29.0 346.0 VCP 8 CIPP 0.18 350.0 01/29/10

4901600649016005A MONTANA AVE VCP 1928 C Rehabed 32.0 179.0 VCP 8 CIPP 0.18 183.1 06/26/09


4901601949016020A OPHIR DR VCP 1928 D Rehabed 138.0 8 CIPP 0.18 142.3 01/22/10

4901602149016022A OPHIR DR VCP 1928 D Rehabed 47.0 184.0 VCP 8 CIPP 0.18 188.3 01/19/10


4901603649016049A LEVERING AVE VCP 1928 C Rehabed 13.0 145.0 VCP 8 CIPP 0.18 149.1 01/21/10


4901604049016069A KELTON AVE VCP 1931 B Rehabed 48.0 346.0 VCP 8 CIPP 0.18 350.0 12/02/09

4901604349016042A OPHIR DR VCP 1927 B Rehabed 12.0 234.0 VCP 8 CIPP 0.18 238.0 11/19/09

4901604949016065A LEVERING AVE VCP 1928 B Rehabed 19.0 156.0 VCP 8 CIPP 0.18 160.0 01/21/10

4901605049016049A OPHIR DR VCP 1928 C Rehabed 59.0 8 CIPP 0.18 63.2 11/19/09

4901605149016050A OPHIR DR VCP 1928 D Rehabed 8.0 110.0 VCP 8 CIPP 0.18 113.7 11/19/09

4901606249016076A DENSLOW AVE VCP 1928 D Rehabed 31.0 196.0 VCP 8 CIPP 0.18 200.0 01/19/10

4901606649016067A LEVERING AVE VCP 1928 B Rehabed 33.0 8 CIPP 0.18 37.0 01/23/10

4901606749016080A LEVERING AVE VCP 1928 D Rehabed 25.0 220.0 VCP 8 CIPP 0.18 223.7 01/23/10

4901606949016098A KELTON AVE VCP 1931 C Rehabed 61.0 346.0 VCP 8 CIPP 0.18 350.0 12/02/09


4901607749016067A DENSLOW AVE VCP 1928 B Rehabed 129.0 8 CIPP 0.18 133.2 01/19/10

4901607849016079A DENSLOW AVE VCP 1928 C Rehabed 30.0 75.0 VCP 8 CIPP 0.18 79.0 11/17/09


4901608049016184A LEVERING AVE VCP 1929 C R&R 189.0 VCP 8 193.4 05/04/09

4901608149016097A VETERAN AVE VCP 1927 C Rehabed 18.0 121.0 VCP 10 CIPP 0.18 125.0 01/29/10


4901609949016098A LEVERING AVE VCP 1927 D R&R 288.0 VCP 8 292.0 05/06/09



4901611949016129A MIDVALE AVE VCP 1931 D R&R 309.0 VCP 8 313.2 12/03/09

4901612949016128A STRATHMORE DR VCP 1931 D Rehabed 69.0 247.0 VCP 8 CIPP 0.18 251.0 01/25/10

4901613049016129A STRATHMORE DR VCP 1927 D Rehabed 22.0 216.0 VCP 8 CIPP 0.18 220.0 01/25/10

19 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4901617649016005A MONTANA AVE R/W VCP 1928 C R&R 11.0 VCP 8 14.7 06/26/09

4901618449016081A LEVERING AVE VCP 1929 C R&R 60.0 VCP 8 64.0 04/24/09


CIP No. C692

4911409449114093A ASHTON AV VCP 1927 D R&R 296.0 VCP 8 300.0 02/24/10

5190105751901058A ASHTON AV VCP 1927 C R&R 257.0 VCP 8 261.0 07/06/09

4911407849114097A BEVERLY GLEN BL VCP 1927 B Rehabed 156.0 8 CIPP 0.15 160.0 03/09/10

4911411549114133A BEVERLY GLEN BL VCP 1927 Rehabed 215.0 8 CIPP 0.25 219.0 03/08/10

4911411749114134A BEVERLY GLEN BL VCP 1927 B Rehabed 124.0 8 CIPP 0.25 128.0 03/05/10

4911413449114135A BEVERLY GLEN BL VCP 1927 Rehabed 151.0 8 CIPP 0.25 155.0 03/05/10

5190200351902028A BEVERLY GLEN BL VCP 1927 D Rehabed .. 8 CIPP 0.15 305.0 02/18/10

4911410149114109A CLUB VIEW DR CON 1926 R&R 308.0 VCP 10 312.0 10/01/09

4911412549114109A CLUB VIEW DR VCP 1927 Rehabed 200.0 8 CIPP 0.15 204.0 03/03/10

4911414049114125A CLUB VIEW DR VCP 1927 C Rehabed 18.0 VCP 8 CIPP 0.15 175.0 01/29/09

5190200951902054A CLUB VIEW DR VCP 1927 R&R 296.0 VCP 8 300.0 10/07/09

5190205451902053A CLUB VIEW DR ALLEY VCP 1927 C Rehabed 327.0 8 CIPP 0.15 331.0 02/04/10

4911412249114124A COMSTOCK AV VCP 1927 C Rehabed 305.0 8 CIPP 0.15 309.0 02/02/10

4911412449114139A COMSTOCK AV CON 1926 D R&R 196.0 VCP 10 200.0 08/21/09




5190208351902086A COMSTOCK AV CON 1926 C R&R 176.0 VCP 10 180.0 02/17/10

5190208651902207A COMSTOCK AV ALLEY CON 1926 C Rehabed 236.0 10 CIPP 0.33 240.0 03/30/10

5190208951902086A COMSTOCK AV ALLEY VCP 1927 B Rehabed 24.0 346.0 VCP 8 CIPP 0.15 350.0 02/11/10

5190220751902108A COMSTOCK AV ALLEY CON 1926 C Rehabed 236.0 10 CIPP 0.33 240.0 03/30/10

4911416651902017A CRESTVIEW CT VCP C Rehabed 37.0 301.0 VCP 8 CIPP 0.15 305.0 02/25/10

4911400349114012A DEVON AV VCP 1925 B Rehabed 11.0 293.0 VCP 8 CIPP 0.15 300.0 02/19/10

4911401249114019A DEVON AV VCP 1925 B Rehabed 227.0 8 CIPP 0.15 231.0 02/19/10

5190208251902083A EASTBORNE AV VCP 1927 D Rehabed 44.0 276.0 VCP 8 CIPP 0.15 280.0 03/02/10

5190213451902135A EASTBORNE AV VCP 1927 D Rehabed 25.0 223.0 VCP 8 CIPP 0.15 227.0 02/09/10

5190213551902136A EASTBORNE AV VCP 1927 C Rehabed 14.0 286.0 VCP 8 CIPP 0.15 290.0 02/09/10

5190601651906001A EASTBORNE AV VCP 1927 B Rehabed 346.0 8 CIPP 0.28 350.0 03/02/10

5190600151902196A EASTBORNE AVE VCP 1927 Rehabed 48.0 309.0 VCP 8 CIPP 0.15 313.0 03/01/10

5190200851902052A ENSLEY AV VCP 1927 D Rehabed 42.0 273.0 VCP 8 CIPP 0.27 277.0 02/23/10

5190205251902053A ENSLEY AV VCP 1927 C Rehabed 6.0 217.0 VCP 8 CIPP 0.15 221.0 02/23/10

5190209251902053A ENSLEY AV VCP 1928 Rehabed 128.0 8 CIPP 0.15 132.0 02/04/10

4911416751902008A ENSLEY AVE VCP 1926 B Rehabed 20.0 233.0 VCP 8 CIPP 0.15 237.0 02/24/10

4911305349113054A GLENMONT AV CON 1931 C R&R 111.0 VCP 8 115.0 06/05/09


Award Date: 11/10/08Project Title: SSRP U19A Rochester Ave & Beverly Glen Bl Completion Date: 06/09/10

20 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)





4911311249113146A HILTS AV CON 1931 B R&R 251.0 VCP 8 255.0 04/06/09

4911314649113151A HILTS AV CON 1931 B Rehabed 12.0 190.0 VCP 8 CIPP 0.15 194.0 03/01/10

4911315149113157A HILTS AV CON 1931 C R&R 346.0 VCP 8 350.0 04/15/09

5190208051902081A HOLMAN AV VCP 1927 D Rehabed 6.0 91.0 VCP 8 CIPP 0.15 95.0 02/10/10

5190208151902084A HOLMAN AV VCP 1926 C Rehabed 16.0 233.0 VCP 8 CIPP 0.15 237.0 02/10/10

5190210451902103A HOLMAN AV VCP 1927 B Rehabed 8.0 346.0 VCP 8 CIPP 0.15 350.0 02/02/10



5190219551902217A HOLMAN AV CIP 1927 Rehabed 103.0 8 CIPP 0.15 105.0 03/04/10

5190118551901184A KINNARD AV VCP 1927 Rehabed 286.0 8 CIPP 0.15 290.0 02/22/10

5190207251902101A KINNARD AV VCP 1927 B Rehabed 34.0 346.0 VCP 8 CIPP 0.15 350.0 02/03/10



5190216051902161A KINNARD AV VCP 1927 D Rehabed 41.0 282.0 VCP 8 CIPP 0.27 285.0 02/24/10

5190221151902161A KINNARD AV VCP 1927 Rehabed 24.0 160.0 VCP 8 CIPP 0.27 164.0 03/02/10

4911305649113077A LE CONTE AV VCP 1930 D Rehabed 278.0 8 CIPP 0.15 282.0 03/04/10

4911308849113087A LE CONTE AV CON 1931 B Rehabed 167.0 8 CIPP 0.15 171.0 04/15/10

4911308949113090A LE CONTE AV CON 1931 C R&R 152.0 VCP 8 156.0 05/21/09

4911309049113091A LE CONTE AV CON 1931 C Rehabed 45.0 174.0 VCP 8 CIPP 0.15 178.0 05/19/09

4911309149113092A LE CONTE AV CON 1931 C R&R 124.0 VCP 8 128.0 05/18/09

4911314949113155A LINDBROOK DR VCP 1930 C Rehabed 8.0 346.0 VCP 8 CIPP 0.25 350.0 03/04/10

4911315049113149A LINDBROOK DR VCP 1930 B Rehabed 219.0 8 CIPP 0.15 223.0 02/25/10

4911315549113156A LINDBROOK DR VCP 1930 C Rehabed 10.0 61.0 VCP 8 CIPP 0.25 65.0 03/05/10

4911315749113156A LINDBROOK DR CON 1931 C Rehabed 260.0 8 CIPP 0.27 264.0 03/09/10

5190101349113157A LINDBROOK DR CON 1931 B Rehabed 287.0 8 CIPP 0.28 291.0 03/09/10

5190102051901010A LINDBROOK DR CON 1931 D R&R 186.0 VCP 8 190.0 06/30/09

4911303149113030A MALCOLM AV CON 1931 C R&R 150.0 VCP 8 154.0 06/11/09

4911304249113031A MALCOLM AV CON 1931 D R&R 129.0 VCP 8 133.0 06/15/09

4911307249113073A MANNING AV CON 1931 D R&R 191.0 VCP 8 195.0 05/11/09

4911307349113087A MANNING AV CON 1931 C R&R 249.0 VCP 8 253.0 05/06/09



4911312649113145A MANNING AV CON 1931 D R&R 235.0 VCP 8 239.0 04/27/09


5190107751901099A MANNING AV VCP 1927 C Rehabed 16.0 VCP 8 CIPP 0.15 321.0 01/28/10

5190112151901148A MANNING AV VCP 1927 C Rehabed 15.0 316.0 VCP 8 CIPP 0.15 320.0 03/12/10

21 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5190118451901196A MANNING AV VCP 1962 B Rehabed 189.0 8 CIPP 0.15 193.0 02/25/10

5190119951901196A MANNING AV VCP 1927 B Rehabed 45.0 241.0 VCP 8 CIPP 0.15 245.0 02/22/10

5190601351906015A MANNING AV VCP 1927 C Rehabed 8.0 246.0 VCP 8 CIPP 0.15 250.0 04/15/10

5190114751901148A OHIO AV VCP 1927 D Rehabed 30.0 177.0 VCP 8 CIPP 0.15 181.0 02/05/10

5190115051901148A OHIO AV VCP 1927 B R&R 283.0 VCP 8 286.0 12/21/09

5190211351902096A OHIO AV VCP 1927 B Rehabed 108.0 8 CIPP 0.27 112.0 03/08/10

5190202751902042A PANDORA AV VCP 1927 B Rehabed 21.0 213.0 VCP 8 CIPP 0.15 217.0 02/23/10

5190207551902076A PANDORA AV VCP 1927 B Rehabed 8.0 268.0 VCP 8 CIPP 0.15 272.0 02/16/10

4911410949114124A ROCHESTER AV CON 1926 C R&R 340.0 VCP 8 344.0 09/21/09

4911413849114137A ROCHESTER AV VCP 1927 B Rehabed 29.0 VCP 8 CIPP 0.15 109.0 02/24/10

5190111851901119A ROCHESTER AV VCP 1962 R&R 306.0 VCP 8 310.0 12/16/09

5190111951901121A ROCHESTER AV VCP 1927 Rehabed 193.0 8 CIPP 0.15 197.0 02/26/10

5190112551902094A ROCHESTER AV VCP 1927 R&R 260.0 VCP 8 264.0 12/09/09

5190206051902058A ROCHESTER AV VCP 1927 C Rehabed 56.0 341.0 VCP 8 CIPP 0.15 345.0 02/18/10

5190209451902058A ROCHESTER AV VCP 1927 C R&R 163.0 VCP 8 167.0 02/03/10

5190600351902216A SANTA MONICA BL VCP 1927 C Rehabed 153.0 8 CIPP 0.28 157.0 03/03/10

5190605751906041A SANTA MONICA BL VCP 1927 B Rehabed 330.0 8 CIPP 0.15 334.0 02/24/10

4911312549113143A SELBY AV CON 1931 B Rehabed 12.0 146.0 VCP 8 CIPP 0.15 150.0 02/26/10

4911314451901010A SELBY AV CON 1931 D R&R 286.0 VCP 8 290.0 06/25/09

5190201251902213A THAYER AV VCP 1927 B Rehabed 22.0 170.0 VCP 8 CIPP 0.15 174.0 02/26/10

5190206751902066A THAYER AV VCP 1927 B Rehabed 7.0 101.0 VCP 8 CIPP 0.15 105.0 03/02/10

5190216851902185A THAYER AV ALLEY VCP 1927 B Rehabed 30.0 303.0 VCP 8 CIPP 0.15 307.0 03/12/10

4911415149114152A WARNALL AV VCP 1927 B Rehabed 8.0 336.0 VCP 8 CIPP 0.15 340.0 02/11/10

4911409249114091A WARNER AV VCP 1927 C Rehabed 6.0 90.0 VCP 8 CIPP 0.15 94.0 02/17/10

4911411249114092A WARNER AV VCP 1927 C Rehabed 16.0 245.0 VCP 8 CIPP 0.15 249.0 02/17/10

4911412949114300A WELLWORTH AV VCP 1927 C Rehabed 32.0 161.0 VCP 8 CIPP 0.15 165.0 03/01/10

4911430051902011A WELLWORTH AV VCP 1927 B Rehabed 21.0 205.0 VCP 8 CIPP 0.15 209.0 03/01/10

5190109851901099A WELLWORTH AV VCP 1927 B Rehabed 43.0 VCP 8 CIPP 0.15 320.0 01/29/10

5190110351902055A WELLWORTH AV VCP 1927 B Rehabed 35.0 233.0 VCP 8 CIPP 0.15 237.0 02/26/10

4911303249113043A WESTHOLME AV VCP 1930 B Rehabed 32.0 341.0 VCP 8 CIPP 0.15 345.0 03/10/10

4911304349113055A WESTHOLME AV VCP 1930 C Rehabed 25.0 346.0 VCP 8 CIPP 0.15 350.0 03/10/10

4911305549113077A WESTHOLME AV VCP 1930 C Rehabed 26.0 176.0 VCP 8 CIPP 0.15 180.0 03/10/10

4911307749113079A WESTHOLME AV VCP 1930 D Rehabed 14.0 137.0 VCP 8 CIPP 0.15 141.0 02/02/10

4911307949113092A WESTHOLME AV VCP 1930 D Rehabed 8.0 325.0 VCP 8 CIPP 0.15 329.0 02/12/10

5190104751901059A WESTHOLME AV CON 1926 C Rehabed 155.0 12 CIPP 0.15 159.0 03/16/10

5190105951902055A WESTHOLME AV CON 1926 B Rehabed 298.0 12 CIPP 0.15 302.0 03/17/10

5190205751902058A WESTHOLME AV CON 1926 C R&R 256.0 VCP 12 260.0 03/11/10

5190209651902125A WESTHOLME AV CON 1926 B R&R 319.0 VCP 12 323.0 03/22/10

5190212551902126A WESTHOLME AV CON 1926 D Rehabed 56.0 VCP 12 60.0 03/15/10

22 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5190216151902182A WESTHOLME AV CON 1926 B Rehabed 319.0 15 CIPP 0.51 323.0 03/31/10

5190218251902196A WESTHOLME AV CON 1926 C Rehabed 323.0 15 CIPP 0.51 327.0 03/31/10

5190219751902215A WESTHOLME AV ALLEY VCP 1927 B R&R 232.0 VCP 8 236.0 03/15/10

5190221651906018A WESTHOLME AV ALLEY VCP Rehabed 35.0 8 CIPP 0.15 39.0 03/08/10

5190116951902123A WILKINS AV VCP 1927 R&R 237.0 VCP 8 241.0 02/28/10

5190201751902029A WILKINS AV VCP 1927 B Rehabed 8.0 250.0 VCP 8 CIPP 0.15 254.0 02/16/10

5190207051902071A WILKINS AV VCP 1927 D Rehabed 36.0 149.0 VCP 8 CIPP 0.15 153.0 03/05/10

5190209851902066A WILKINS AV VCP 1927 D Rehabed 18.0 217.0 VCP 8 CIPP 0.15 221.0 02/23/10

5190210051902114A WILKINS AV VCP 1927 D Rehabed 32.0 VCP 8 CIPP 0.15 202.0 01/28/10

5190212351902124A WILKINS AV VCP 1927 B Rehabed 47.0 VCP 8 231.0 10/21/09

4911404449114043A WILSHIRE BL CON+CIP 1928 C Rehabed 338.0 8 CIPP 0.25 342.0 03/15/10

4911414251901026A WILSHIRE BL CON 1929 B Rehabed 281.0 8 CIPP 0.27 284.0 03/22/10

5190120651901043A WILSHIRE BL CON 1939 C R&R 260.0 VCP 8 263.0 07/24/09

CIP No. C536

49008184/49008076A Sarbonne Rd./Chalon Rd VCP 1927 F Rehabed 8.0 VCP 8 19.6 07/01/09

42813189/42813080A Magnolia St. (13948)/ Walnut Ave RCP 1929 F Rehabed 8.0 VCP 51 637.0 07/02/09

51608110/51608109A Alameda (118 N.)/1St Street CLAY 1915 F R&R 32.0 VCP 8 31.2 07/06/09

46710127/46710126A Dimmick Drive (700) VCP 1934 F Rehabed 28.0 VCP 8 55.9 07/07/09

44206061/44206049A Valleyheart Dr. (13300) VCP 1947 F Rehabed 5.0 VCP 8 186.0 07/09/09

47114113/47114057A Claridge Drive (1400) CONC 1927 F Rehabed 8.0 VCP 8 252.0 07/15/09

51607185/51607210A 5th Street (111 W.) CLAY 1906 F Rehabed 8.0 VCP 18 411.0 07/20/09

46902163/46902164A Westshire Dr. (2829) VCP 1925 F Rehabed 18.0 VCP 8 262.0 07/24/09

46902247/46902164A Westshire Dr. (2829) VCP 1925 F Rehabed 6.0 VCP 8 185.0 07/24/09

49401297/49401280A Larissa Drive (3421 W.) CLAY 1917 F Rehabed 10.0 VCP 6 178.0 07/27/09

53315086/53315090A Sunset Ave. & Lincoln Blvd VCP 1939 F Rehabed 8.0 VCP 8 52.0 08/03/09

49011093/49011113A Ashdale Ave (179) VCP 1946 F Rehabed 13.0 VCP 8 212.0 08/04/09

49401202/49401201A Murray Dr. (1545) CON 1925 F Rehabed 14.0 VCP 8 157.0 08/04/09

49206032/49206035A Kilkea dr. (723) VCP 1955 F Rehabed 36.0 VCP 8 172.0 08/05/09

46814262/46813260A Fernwood Ave (3258) CLAY 1924 F Rehabed 6.0 VCP 6 135.0 08/18/09

51902127/51902211A Kinnard Ave. (10585) CLAY 1927 F Rehabed 8.0 VCP 8 260.0 08/20/09

53615069/53615068A St. Andrews Pl. (1800) alley CLAY 1908 F Rehabed 10.0 VCP 8 300.0 08/21/09

49414085/49414083A Westlake (231 N.) CLAY 1907 F R&R 180.0 VCP 8 180.0 08/24/09

55807031/55807030A 60th St. (1727) VCP 1925 F Rehabed 12.0 VCP 8 330.0 08/24/09

61310203/61310051A Island Ave (800) CLAY 1913 F Rehabed 2.0 VCP 8 41.0 08/24/09

46809043/46809044A Ames St. (2122) VCP 1925 F Rehabed 150.0 VCP 8 203.4 08/25/09

43206111/43206094A Aetna Street/ Calvert St. (23224 W.) VCP 1962 F Rehabed 10.0 167.0 0.2 VCP 8 CIPP 0.15 166.5 08/28/09

47013180/47013179A Doheny Dr. (1400) VCP 1975 F Rehabed 10.0 VCP 8 294.0 08/28/09

53802025/53802/036A 8th St. (2600) between Soto & 5 FWY CONC 1965 F Rehabed 20.0 VCP 8 222.0 08/28/09

35008050/35008059A De Garmo St. (13211) VCP 1964 F Rehabed 15.0 VCP 8 313.0 08/31/09

Award Date: N/AProject Title: Emergency Sewer Repair Program - FY 2009/2010 Completion Date: 06/30/10

23 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


49602021/49602031A Winchester Ave (4307 N.) CONC 1926 F R&R 109.0 VCP 8 104.6 09/02/09

46715025/46715043A Figueroa Street (4900) CLAY 1905 F R&R 240.0 VCP 12 240.0 09/15/09

48912014/48912016A Chalon Rd. (2200) Reach 1 VCP 1957 F R&R 69.0 VCP 8 69.0 09/15/09

48912017/48912018A Chalon Rd. (2200) Reach 2 VCP 1957 F Rehabed 35.0 VCP 8 244.4 09/15/09

49011050/49011241A Bellagio Rd. (11600) VCP 1937 F Rehabed 90.0 VCP 8 241.0 09/16/09

42816087/42816088A Hartsook St. Sinkhole VCP 1942 F Rehabed 20.0 VCP 8 237.2 09/18/09

44206061/44206049A Valleyheart Dr. (13300) VCP Unknown F Rehabed 6.0 VCP 8 187.0 09/18/09

53709088/53709087A 41st Place (147) VCP 1915 F Rehabed 69.0 VCP 8 294.0 09/23/09

49007141/49008194A Bellagio Rd. (11300) VCP 1958 F Rehabed 20.0 VCP 8 80.0 09/24/09

49008194/49008063A Bellagio Rd (11300) VCP Unknown F Rehabed 30.0 VCP 8 88.5 09/24/09

53710089/53710087A 41st Pl. (752) CLAY 1908 F Rehabed 20.0 VCP 12 369.9 09/25/09

49313156/49313019A Highland Ave. (261) CONC 1925 F Rehabed 15.0 VCP 15 235.0 10/02/09

51506048/51506047A Cesar Chavez Ave (1600) VCP 1904 F Rehabed 25.0 VCP 8 395.5 10/02/09

52115112/52115113A Corona Del Mar (15054) VCP 1927 F Rehabed 10.0 VCP 8 298.6 10/02/09

56507017/56503154A Denker Ave. (8941 S.) VCP 1928 F Rehabed 20.0 VCP 8 309.8 10/08/09

46902126/46902136A Woodshire Dr. (2800) VCP Unknown F Rehabed 30.0 VCP 8 244.0 10/23/09

49403301/49407013A Lemoyne St. (1800) VCP 1913 F R&R 290.0 VCP 8 290.0 10/23/09

51602024/51602025A 2nd Street (1500) & Witmer VCP 1912 F Rehabed 15.0 VCP 8 245.9 10/30/09

44610022/44610030A Estes Rd. (2160) VCP 1946 F Rehabed 12.0 VCP 8 62.0 11/05/09

35607020/35607023A Mayerling St. (17410) VCP 1964 F Rehabed 25.0 VCP 8 45.7 11/13/09

46902081/46902198A Rodgerton Dr. (6128) - Reach 2 VCP Unknown F R&R 78.0 VCP 8 78.0 11/15/09

46902199/46902198A Rodgerton Dr. (6160) - Reach 1 VCP Unknown F R&R 78.0 VCP 8 78.0 11/15/09

47116089/47116042A Beverlycrest Dr. (9305) CLAY 1930 F R&R 60.0 VCP 8 60.0 11/15/09

49415002/49415015A Laveta Terrace (600) VCP 1913 F Rehabed 98.0 VCP 8 258.2 11/15/09

55911001/55911002A Hyde Park and Market St. BRK 1937 F Rehabed 15.0 VCP 8 562.0 11/16/09

42706048/42706064A Debby St. (11128) VCP 1954 F Rehabed 30.0 VCP 8 327.0 11/17/09

51708053/51708043A Kenmore Ave. (1000) VCP 1909 F Rehabed 12.0 VCP 8 285.0 11/17/09

49414207/49414205A Miramar St. (1800) VCP 1895 F Rehabed 20.0 VCP 8 442.0 11/18/09

61307067/61307065A Young St CONC 1925 F Rehabed 18.0 VCP 8 340.0 11/18/09

49514168/49514170A Mission Rd. (1300) VCP 1913 F Rehabed 96.0 VCP 8 356.0 11/19/09

56504062/56504063A Manchester Ave. (900) VCP 1931 F Rehabed 25.0 VCP 8 300.0 11/20/09

59911080/59911096A Dalton Ave. (20856) VCP 1955 F Rehabed 15.0 VCP 8 350.0 11/21/09

56605060/56605062A 92nd St. (300) VCP 1963 F Rehabed 15.0 VCP 8 306.1 11/25/09

47004044/47004063A Bennett Dr. (3304 N.) - Reach 1 VCP 1930 F Rehabed 30.0 VCP 8 51.0 11/26/09


49414107/49414108A Bonnie Brae St. (200) Alley VCP 1907 F Rehabed 15.0 VCP 8 250.0 11/26/09

51708053/51708043A Castellamare (17832) VCP 1925 F Rehabed 45.0 VCP 8 123.9 11/26/09

62002039/62002036A Neptune Ave. (799) VCP 1975 F Rehabed 10.0 VCP 8 290.0 12/04/09

49007045/49007064 Casiano Rd. (1130) VCP 1937 F Rehabed 6.0 VCP 8 315.0 12/10/09

24 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


51601102/51601101A 7th St. (Alley - 1900 Block) VCP 1896 F Rehabed 16.0 VCP 8 260.4 12/18/09

56013007/56014024A Veragua Dr. (7772) VCP 1986 F Rehabed 15.0 VCP 8 470.0 12/23/09


46805038/46805039A Lowry Rd. (3725) VCP 1926 F Rehabed 20.0 VCP 8 133.0 1/12/10

42916066/42916157A NOS/EVERS Diversion Structure VCP 1981 F Rehabed 0.0 VCP 8 93.0 1/14/10

44610030/44610031A Neal Dr. (5300) VCP 1946 F Rehabed 20.0 VCP 8 145.0 1/15/10

44303084/44303107A Forman Ave (4657) VCP 1947 F Rehabed 0.0 VCP 8 433.7 1/20/10

46810303/46810293A Silver Lake Terr. (2500) VCP 1928 F Rehabed 10.0 VCP 8 170.4 1/27/10

46906329/46906349A Graciosa Dr. (5900)-Reach 2 CON 1926 F R&R 97.0 CIPP 8 97.0 1/29/10




47004078/47004060A Ellington Dr. (3112) VCP 1926 F Rehabed 15.0 VCP 8 207.0 2/2/10

49407111/49407089A Lucretia Ave (1700) VCP 1925 F Rehabed 10.0 VCP 8 120.0 2/10/10

46909047/46909075A Alta Loma Terr (6887 W.) VCP 1921 F Rehabed 10.0 VCP 6 343.2 2/12/10

51507163/51507165A Folsom St. (2000) VCP 1913 F Rehabed 10.0 VCP 8 250.0 2/17/10

62507164/62507163A Alma St. (3127) VCP 1929 F Rehabed 15.0 VCP 8 346.0 2/23/10

51608247/51608139A 1st St. (228) VCP 1895 F Rehabed 15.0 VCP 8 236.0 2/24/10

49407013/49407050A Lemoyne St. (1800) VCP 1912 F Rehabed 20.0 VCP 8 300.0 2/26/10

46810291/46810292A Kenilworth Ave. (2395) CON 1927 F Rehabed 20.0 VCP 8 113.0 3/16/10

49110059/49110058A Copley Dr. (9000) VCP 1927 F Rehabed 6.0 VCP 8 321.0 2/19/10

61301080/61301090A Wilmington Blvd (1400) & Cruces St. CON 1929 F Rehabed 0.0 VCP 10 338.7 3/3/10

47004172/47004163A Pyramid Dr. (73080 VCP 1927 F Rehabed 5.0 VCP 8 119.0 3/11/10

51608247/51608139A Onizuka St. - Reach 1 VCP 1895 F Rehabed 10.0 VCP 12 236.0 3/12/10

51608065/51608247A Onizuka St. - Reach 2 VCP 1895 F Rehabed 10.0 VCP 8 290.5 3/12/10

53702085/53702083A 23 rd St.(621 E.)B/Trinity & San Pedro Clay 1903 F Rehabed 125.0 VCP 8 308.0 3/16/10

51815070/51815105A Alsace Ave - Reach 1 VCP 1926 F Rehabed 10.0 VCP 8 350.0 3/17/10



44006059/44006056A Lake Encino Dr. (18000) Unknown 1963 F Rehabed 40.0 VCP 8 262.1 3/19/10

56108016/56108031A Wilson Ave. Alley (2300) Unknown 1948 F Rehabed 18.0 VCP 8 308.0 3/22/10

53703173/53702084A Trinity & 23Rd St Brick 1925 F Rehabed 1,120.0 Fiberglas 66 2,725.0 3/16/10

51608176/51608229A 2nd Street (300) VCP 1892 F Rehabed 40.0 VCP 8 466.0 4/2/10

46810132/46810131A Angus @ Silver Lake VCP 1925 F Rehabed 6.0 VCP 8 348.0 4/2/10

51816163/53504004A Rimpau Blvd (2828) VCP 1926 F Rehabed 8.0 VCP 8 331.0 4/2/10

51608176/51608229A 2nd Street (300) VCP 1892 F Rehabed 40.0 VCP 8 466.0 4/7/10

46906474/46906375A Manola Way (5926) CEM 1922 F Rehabed 70.0 VCP 6 101.4 4/9/10

56102252/56102139A Park Row (1500) VCP 1927 F Rehabed R&R VCP 6 81.0 4/9/10

47007096/47007100A Solar Drive (2433) VCP 1957 F Rehabed 6.0 VCP 8 350.0 4/15/10

25 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


51608061/51608068A 1st Street (100) Clay 1907 F Rehabed 150.0 VCP 8 308.0 4/30/10

51608239/51608226A 3rd Street (3500) VCP 1894 F Rehabed 6.0 VCP 8 70.0 4/30/10

49105025/49105028A St. Pierre Rd. (478) VCP 1924 F Rehabed 6.0 VCP 8 373.0 5/3/10

49404116/49404105A Riverdale Ave (2200) VCP 1929 F Rehabed 10.0 VCP 8 25.0 5/5/10

47016053/47016161A Midvale Ave. (500) Glenrock Ave (511) VCP 1927 F Rehabed 12.0 VCP 8 72.0 5/5/10

47004038/47004023A Carse Dr. Easement Woodrow Wilson Dr. (3100) VCP 1925 F Rehabed 31.0 VCP 8 300.0 5/6/10

44205063/44205038A Moorpark st (4000) VCP 1958 F Rehabed 24.0 VCP 8 343.0 5/7/10

49609218/49613006A Valley Blvd East (5068 & 5072) CON 1924 F Rehabed 6.0 VCP 21 338.0 5/14/10

51608239/51608226A 3rd Street (3500) VCP 1894 F Rehabed 6.0 VCP 8 70.0 5/14/10

62511065/62511082A Barbara St. (3700) CON 1929 F Rehabed 8.0 VCP 8 210.0 5/21/10

49115018/49115001A Wilshire Blvd (10101) VCP 1925 F Rehabed 12.0 VCP 10 346.0 5/21/10

46805034/46805035A Prestwick Dr. (3740) VCP 1927 F Rehabed 0.0 VCP 6 204.0 5/21/10

53710025/53710023A Martin Luther King Jr. (238) VCP 1909 F Rehabed 22.0 VCP 8 308.0 5/25/10

44212034/44211072A Sunswept Dr. (4148) VCP 1965 F Rehabed R&R VCP 8 112.5 5/28/10

56301032/56301031A Tuscany Ave (8100) VCP Unk F Rehabed 6.0 VCP 8 116.0 5/28/10

46714087/46714088A Museum Drive (300) VCP 1934 F Rehabed 6.0 VCP 8 148.0 5/28/10

39514036/39514037A Balmoral Lane (23500) VCP 1961 F Rehabed 12.0 VCP 8 180.0 5/28/10

49306099/49306155A Clinton Ave (5139) VCP 2000 F Rehabed 0.0 VCP 8 15.0 6/11/10

49014049/49014056A Crestline Dr. (534) VCP 1951 F R&R 200.0 VCP 8 188.0 6/16/10

49008057/49008078A Sarbonne Rd. (10700) VCP 1927 F Rehabed 20.0 VCP 8 261.9 6/18/10

51912092/51912091A Motor Ave (2700) VCP 1927 F Rehabed 24.0 VCP 8 297.0 6/19/10

35916038/35916037A La Cañada VCP 1960 F Rehabed 0.0 VCP 8 241.0 6/21/10

55713111/55713112A 82nd St. (500) VCP 1920 F Rehabed 6.0 VCP 8 300.0 6/22/10

46908072/46908073A Edgemont St. (2437) VCP 1923 F R&R 149.0 VCP 8 149.0 6/24/10

46908155/46908156A Edgemont St. (2400) - Reach 1 VCP 1923 F R&R 140.0 VCP 8 140.0 6/24/10

49008081/49008095A Siena Way (600) VCP 1926 F Rehabed 24.0 VCP 6 170.0 6/30/10

49405102/49405079A Descanso Dr. (3200) VCP 1923 F Rehabed 5.0 VCP 6 83.0 6/29/10

CIP No. C627

5361107853611100A BRIGHTON AVE (4100) VCP 1913 E Rehabed 21.0 VCP 8 329.0 06/29/10

4691326046913100A SELMA AVE (1600) VCP Unknown E Rehabed 8.0 VCP 8 128.0 06/29/10

4710204547102044A HUTTON DR (2900) VCP 1963 E Rehabed 12.0 VCP 8 232.0 06/28/10

4310307143103073A WINNETKA AVE R/W (6600) VCP 1978 E Rehabed 6.0 VCP 12 139.0 06/25/10

3500407735004091A DRONFIELD AVE (13600) VCP 1971 E Rehabed 43.0 VCP 8 180.0 06/25/10

4690908446909085A IRIS CR (6800) VCP 1925 E R&R 97.0 VCP 8 97.0 06/24/10

5160812751608250A 3RD ST (100) VCP 1909 E Rehabed 6.0 VCP 8 297.0 06/17/10

4941104549411062A LAGUNA AVE (1000) VCP 1916 E Rehabed 6.0 VCP 8 324.0 06/16/10

6131200361312011A HENRY FORD AVE (800) VCP 1949 E R&R 160.0 VCP 8 160.0 06/15/10

4410817344108174A VALLEY VISTA BLVD (14600) VCP 1930 E R&R 315.0 VCP 8 315.0 06/11/10

5370201953702018A 23RD ST (100) VCP 1894 E Rehabed 60.0 VCP 8 169.0 06/09/10

Project Title: Sewers Program - FY 2009/2010 Award Date: N/A Completion Date: 06/30/10

26 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5161506851615099A STANFORD ST (900) VCP 1899 E Rehabed 61.0 VCP 8 536.0 06/09/10

5170113751701160A LUCERNE BLVD (1000) VCP 1922 E R&R 185.0 VCP 8 185.0 06/04/10

3971414039714154A NESTLE AVE (6000) VCP 1947 E Rehabed 12.0 VCP 8 300.0 06/01/10

6140707861407064A BELLE PORTE AVE (25900) VCP 1932 E Rehabed 8.0 VCP 8 216.0 05/28/10

4310400843104002A OAKDALE AVE ALLEY (19700) VCP err E Rehabed 9.0 VCP 8 297.0 05/28/10

3971009639710097A VALERIO ST (7000) VCP 1942 E Rehabed 23.0 VCP 8 174.0 05/28/10

4690908846909145A HOLLY DR (2100) VCP 1917 E R&R 375.0 VCP 8 375.0 05/28/10

3961302839614015A SHERMAN WAY (21000) VCP 1954 E Rehabed 12.0 VCP 8 345.0 05/26/10

3970901439709015A LULL ST (19000) VCP 1961 E Rehabed 8.0 VCP 8 304.0 05/26/10

5370907153612118A 41ST PL (700) VCP 1913 E Rehabed 10.0 VCP 8 310.0 05/25/10

5370907253709071A 41ST PL (600) VCP 1913 E Rehabed 28.0 VCP 8 310.0 05/25/10

470100847011010A OCEANUS DR (7800W) VCP Unknown E Rehabed 34.0 VCP 8 343.0 05/19/10

4690218846902107A LEDGEWOOD DR (2900) VCP 1925 E Rehabed 37.0 VCP 8 152.0 05/19/10

4951511949515108A SAN PABLO ST (1500) VCP 1905 E Rehabed 16.0 VCP 8 350.0 05/19/10

4410712044107102A WOODCLIFF RD (4300) VCP Unknown E Rehabed 30.0 VCP 8 219.0 05/19/10

5210606252106052A MUSKINGUM AVE (900) VCP 1953 E Rehabed 18.0 VCP 8 238.0 05/18/10

5210303652107009A PASKENTA RD (1300) VCP 1956 E Rehabed 29.0 VCP 8 316.0 05/14/10

4001101240011013A LULLST (10700) VCP 1959 E Rehabed 43.0 VCP 8 370.0 05/13/10

3980202039802021A MALDEN ST (16000) VCP 1958 E Rehabed 8.0 VCP 8 300.0 05/10/10

3980200739802020A GLORIA AVE (8500) VCP Unknown E Rehabed 8.0 VCP 8 332.0 05/10/10

3981506539815082A ORION AVE (7000) VCP 1956 E Rehabed 12.0 VCP 8 58.0 05/10/10

5150201551502027A MISSION RD (1100) VCP 1914 E Rehabed 17.0 VCP 8 273.0 05/07/10

3970806139708086A PASO ROBLES AVE (7900) VCP 1956 E Rehabed 14.0 VCP 8 300.0 05/05/10

3950100639501011A VALLEY FLORES DR (8000) VCP 1967 E Rehabed 8.0 VCP 8 117.0 05/05/10

4301505743015063A VENTURA BLVD (17800) VCP 1958 E Rehabed 17.0 VCP 8 250.0 05/05/10

5201108252011101A BUNDY DR (1400) #1393 VCP 1925 E Rehabed 36.0 VCP 18 350.0 05/05/10

5161106251611060A 9TH ST (200) VCP 1917 E Rehabed 57.0 VCP 8 248.0 05/14/10

4430904944309032A CAMELLIA AVE (4000) VCP 1945 E Rehabed 22.0 VCP 8 350.0 04/28/10

4710808147112025A BOWMONT DR (2000) VCP 1928 E Rehabed 24.0 VCP 8 229.0 04/28/10



3970202639702027A MALDEN ST (18300) VCP 1958 E Rehabed 34.0 VCP 8 122.0 04/27/10

4931511851703252A OXFORD AVE (600) VCP 1913 E Rehabed 15.0 VCP 8 275.0 04/26/10

3961014239610155A MASON AVE ALLEY (7300) VCP 1954 E Rehabed 12.0 VCP 8 303.0 04/23/10

3901404339014054A GARDEN GROVE AVE (8900) VCP 1955 E Rehabed 25.0 VCP 8 183.0 04/23/10

3901407139014070A RAYEN ST (18200) VCP 1955 E Rehabed 68.0 VCP 8 350.0 04/23/10

4690636146910002A ALCYONA DR (2200) #1390 VCP 1925 E Rehabed 22.0 VCP 8 152.0 04/23/10

3560100935113062A BOWMORE AVE (12000) VCP 1965 E Rehabed 23.0 VCP 8 325.0 04/19/10

3901303439013050A YOLANDA AVE (8900) VCP 1951 E Rehabed 6.0 VCP 8 345.0 04/19/10

27 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


5191003451910037A PELHAM AVE (2300) VCP 1938 E Rehabed 12.0 VCP 8 350.0 04/19/10

3951603639516033A GLADE AVE (7000) VCP 1956 E R&R 135.0 VCP 8 135.0 04/15/10

5170205451702056A 7TH ST (4000) #1217 VCP Unknown E Rehabed 16.0 VCP 8 228.0 04/15/10

5171502051715018A 22ND ST (1800) #1317 VCP 1907 E Rehabed 19.0 VCP 8 310.0 04/13/10

5601300756014024A VERAGUA DR (7800) VCP 1986 E Rehabed 16.0 VCP 8 470.0 04/10/10

3950905839509057A CLARINGTON DR (24000) VCP 1992 E R&R 219.0 VCP 8 220.0 04/09/10

3951007539510102A COHASSET ST ALLEY VCP 1956 E Rehabed 16.0 VCP 8 250.0 04/09/10

5191605351916055A CLUB DR (3100) VCP 1951 E Rehabed 8.0 VCP 8 212.0 04/09/10

4951303349513034A AVE 16 (300) VCP 1890 E Rehabed 8.0 VCP 18 22.0 04/09/10

4951500149515007A EAST LAKE AVE (2100) VCP 1898 E Rehabed 41.0 VCP 8 302.0 04/08/10

5661119856611216A 103RD ST ALLEY (10432) VCP 1945 E Rehabed 21.0 VCP 8 300.0 04/08/10

3971312339713135A WYSTONE AVE (6800) VCP 1949 E Rehabed 30.0 VCP 8 250.0 04/05/10

3560809635705068A HALSEY ST (16800) VCP 1956 E R&R 321.0 VCP 8 321.0 04/02/10

5151010451510094A SOTO ST (400) VCP 1903 E Rehabed 27.0 VCP 8 339.0 04/02/10

4410900644105159A HAYVENHURST DR (4000) VCP 1955 E R&R 280.0 VCP 8 280.0 03/31/10

4691613846916156A L. RON HUBBARD WY (1300) VCP 1914 E Rehabed 24.0 VCP 6 278.0 03/31/10

3550404235508001A PINE VALLEY AVE (19000) VCP 1977 E Rehabed 29.0 VCP 8 339.0 03/24/10

5361512855803004A WESTERN AVE (5200) VCP 1911 E Rehabed 28.0 VCP 16 332.0 03/19/10

3950412739504126A ROSCOE BLVD (22000W) VCP 1959 E Rehabed 15.0 VCP 8 376.0 03/18/10

5361409153614090A 48TH ST (2000) #1419 VCP 1908 E Rehabed 8.0 VCP 10 309.0 03/17/10

4430206844302069A CAMARILLO ST (11300) VCP 1927 E Rehabed 8.0 VCP 8 291.0 03/17/10

4410507244105059A CELINDA PL (16000) VCP 1956 E Rehabed 18.0 VCP 8 263.0 03/16/10

5190708251907093A FOX HILLS DR (2300) CON 1927 E R&R 268.0 VCP 8 268.0 03/16/10

5170700651703216A OXFORD AVE (900) CON 1914 E Rehabed 8.0 VCP 8 318.0 03/16/10

5160306151603030A 1 ST ST (1200) #1376 VCP Unknown E Rehabed 10.0 VCP 8 321.0 03/15/10

4931404049314053A NORTON AVE (300) VCP 1914 E Rehabed 10.0 VCP 8 290.0 03/12/10

5161513351615199A 12TH ST (900) #1362 VCP 1897 E Rehabed 8.0 VCP 8 363.0 03/10/10

5370404853704061A LONG BEACH AVE (1200) VCP 1898 E Rehabed 8.0 VCP 8 280.0 03/09/10

4951130249511301A ONYX DR (2500) VCP 1928 E Rehabed 20.0 VCP 8 238.0 03/08/10

4670711146707113A IRVINGTON PL (5000) VCP 1926 E Rehabed 12.0 VCP 8 167.0 03/05/10

5161509251615204A 12TH ST (700) #1358 VCP 1897 E R&R 322.0 VCP 8 322.0 03/05/10

4701429747014129A HOLLYWOOD BLVD (8500) VCP 1991 E Rehabed 8.0 VCP 8 406.0 03/03/10

4701504747015048A HOLLYWOOD BLVD (7000) VCP 1921 E Rehabed 56.0 VCP 8 299.0 03/03/10

4930308749303095A WESTERN AVE (1070N) VCP Unknown E Rehabed 8.0 VCP 8 366.0 02/26/10

6040306860403069A 222ND ST (1330W) VCP 1951 E Rehabed 8.0 VCP 8 295.0 02/24/10

4671600646712143A MONTEREY RD (5600) VCP 1929 E Rehabed 8.0 VCP 8 352.0 02/22/10

4410608744106088A HIGH KNOLL RD (15000) #1411 VCP 1959 E Rehabed 8.0 VCP 8 170.0 02/19/10

4421108244211095A BLAIRWOOD DR (13000) VCP 1948 E Rehabed 15.0 VCP 8 194.0 02/18/10

4681505746815034A SILVER LAKE AVE R/W #1431 VCP 1929 E Rehabed 8.0 VCP 8 134.0 02/10/10

28 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4680526946809012A GRIFFITH PARK BLVD (3200) CON 1924 E R&R 347.0 VCP 8 347.0 02/10/10

3991309839913111A MATILIJA AVE (6900) VCP 1954 E Rehabed 16.0 VCP 8 341.0 02/09/10

3990700639907005A WILLARD ST (13000) VCP 1967 E Rehabed 10.0 VCP 8 356.0 02/05/10

4321602143216026A AVE SAN LUIS (22400) #1383 VCP 1959 E Rehabed 114.0 VCP 8 301.0 02/04/10

4681503446815033A SILVER LAKE AVE R/W #1432 VCP 1929 E Rehabed 8.0 VCP 8 14.0 02/01/10

4321412643214128A AVE SAN LUIS (23000) #1409 Unknown 1956 E Rehabed 42.0 VCP 8 285.0 02/01/10

4431307544313067A LAUREL CANYON BL (3200) VCP 1929 E Rehabed 8.0 VCP 8 350.0 01/29/10

4920104249201053A DOHENY DR (1200) #1405 CON UNK E R&R 129.0 VCP 8 129.0 01/28/10

4901206549012074A GROVERTON PL (100) VCP 1929 E Rehabed 16.0 VCP 8 240.0 01/27/10

4720903047209032A PROMONTORY RD (12500) VCP Unknown E Rehabed 8.0 VCP 8 410.0 01/15/10

4890803248908037A ARBUTUS DR (2400) VCP 1964 E Rehabed 8.0 VCP 8 28.0 01/14/10

4431302144313030A LAURELVALE DR (3474) VCP 1946 E Rehabed 8.0 VCP 8 245.0 01/11/10

4700104847001029A BROOKDALE LN (11800) VCP Unknown E Rehabed 8.0 VCP 8 341.0 01/11/10

4421011044210099A LONGRIDGE AVE (3900) VCP 1949 E Rehabed 8.0 VCP 8 350.0 01/08/10

5170211451702135A 5TH AVE (800) #1423 VCP Unknown E R&R 254.0 VCP 6 254.0 01/07/10

4420101744201034A RIVERSIDE DR ALLEY (4800) VCP 1957 E Rehabed 54.0 VCP 8 274.0 01/07/10

3911501339115020A OSO AVE (8000) VCP 1964 E Rehabed 10.0 VCP 8 366.0 01/06/10

3920402939204030A VASSAR AVE ALLEY (10300) VCP 1962 E Rehabed 40.0 VCP 12 162.0 01/05/10

3960208139602082A MANDELL ST (20600) VCP 1955 E Rehabed 10.0 VCP 8 300.0 01/04/10

4311406243114068A MARMOL DR (5000) VCP 1963 E Rehabed 89.0 VCP 8 305.0 12/31/109

4400402844004019A LOUISE AVE (4000) Unknown 1962 E Rehabed 16.0 VCP 8 313.0 12/28/09

4951610149516121A INDIANA AVE (1800) VCP 1930 E R&R 76.0 VCP 8 80.0 12/28/09

4411303944113034A CALNEVA DR (16000) VCP 1957 E Rehabed 16.0 VCP 8 161.0 12/24/09

4421205544212039A LAUREL GROVE AVE (12300) VCP 1938 E Rehabed 12.0 VCP 8 253.0 12/21/09

4421016644210167A CHELTENHAM DR (13000) VCP 1949 E Rehabed 10.0 VCP 8 236.0 12/18/09

4941417349414206A BONNIE BRAE ST (100S) #1316 VCP 1895 E Rehabed 148.0 VCP 8 330.0 12/18/09

4720801247208013A CLARAY DR (2600) #1348 VCP Unknown E Rehabed 16.0 VCP 8 216.0 12/17/09

5200600252006014A CANYON VIEW DR (300) VCP 1935 E Rehabed 46.0 VCP 8 315.0 12/09/09

4951013449510133A MANITOU AVE (2800) #1268 VCP 1895 E Rehabed 12.0 VCP 8 283.0 12/02/09

3880401738804020A MONTAGUE ST (12200) VCP 1961 E Rehabed 10.0 VCP 12 335.0 11/30/09

4291101942911029A NOBLE AVE (8800) VCP 1950 E Rehabed 8.0 VCP 8 330.0 11/25/09

4711404047114132A SAN YSIDRO DR (1400N) VCP 1927 E Rehabed 31.0 VCP 8 255.0 11/24/09




4431109944311098A LANKERSHIM BLVD (3700) VCP 1934 E Rehabed 29.0 VCP 8 186.0 11/20/09

4951013649510135A MANITOU AVE (2900) #1318 VCP 1895 E R&R 206.0 VCP 8 206.0 11/19/09

4930807849308103A KENMORE AVE (600) #1258 VCP Unknown E Rehabed 27.0 VCP 8 364.0 11/18/09

4951109149511090A BROADWAY (3600N) #1290 VCP 1908 E Rehabed 22.0 VCP 8 340.0 11/16/09

29 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4950220049502200A FIGUEROA ST (3400) VCP 1913 E Rehabed 59.0 VCP 8 140.0 11/12/09

4330805043308057A ELLENVIEW AVE (5000) VCP 1964 E Rehabed 34.0 VCP 8 324.0 11/09/09

3900506939005072A KINZIE ST (19160) VCP 1957 E Rehabed 8.0 VCP 8 325.0 11/05/09

4461014344610144A LOY LN (2400) #1335 VCP 1956 E Rehabed 25.0 VCP 8 239.0 11/04/09

4461015944610189A EAGLE ROCK BLVD (5000) CON 1925 E Rehabed 8.0 VCP 10 354.0 11/03/09

6130102361301033A WILMINGTON BLVD (1600) VCP 1932 E Rehabed 24.0 VCP 8 310.0 11/02/09

5170501751705036A MUIRFIELD RD (1100S) CON 1926 E Rehabed 57.0 VCP 8 350.0 10/30/09

5150510351505102A TEMPLE ST (700) VCP 1895 E Rehabed 16.0 VCP 8 190.0 10/28/09

4681431649402022A SIVLERLAKE BLVD (1800) #767 CIP 1929 E R&R 351.0 VCP 8 351.0 10/23/09

5380104553801057A PORTER ST ALLEY (2300) VCP 1914 E Rehabed 20.0 VCP 8 277.0 10/22/09

4940202249402035A SILVERLAKE BLVD (2000) #784 CIP 1929 E R&R 287.0 VCP 8 287.0 10/20/09

5151011651510114A INEZ ST (2100) VCP 1925 E Rehabed 16.0 VCP 6 300.0 10/20/09

5161207651612091A CROCKER ST (500) VCP 1896 E Rehabed 8.0 VCP 8 327.0 10/15/09



4461011144610112A ELLENWOOD DR (5100) CON 1925 E R&R 78.0 VCP 10 78.0 10/06/09



5610207156102059A ROYAL CT ALLEY (200) #1336 VCP 1926 E R&R 283.0 VCP 8 283.0 09/30/09

4951403249514010A DALY ST (2000) #1269 VCP 1903 E R&R 264.0 VCP 8 264.0 09/25/09

4320501143205009A KENWATER ALLERY B #1201 Unknown 1959 E Rehabed 10.0 VCP 8 400.0 09/21/09

4320501843205011A KENWATER AVE ALLEY #1200 Unknown 1959 E Rehabed 10.0 VCP 8 400.0 09/18/09

4711606647116100A SCHUYLER RD (1000) VCP Unknown E Rehabed 6.0 VCP 6 92.0 09/17/09

4461111144611136A HARTWICK ST (5100) VCP 1930 E Rehabed 15.0 VCP 8 250.0 09/16/09

5590400955904011A SLAUSON AVE (4200) VCP 1940 E Rehabed 8.0 VCP 8 250.0 09/15/09

5590400755904009A SLAUSON AVE (4300) VCP 1940 E Rehabed 8.0 VCP 8 255.0 09/14/09

49510082495110097A WORKMAN ST (2400) VCP 894 E Rehabed 30.0 VCP 8 350.0 09/11/09

4951403449514014A WORKMAN ST (2000) VCP 1903 E Rehabed 10.0 VCP 8 265.0 09/10/09

4721605647216062A STONE CANYON RD (1200) VCP 1933 E Rehabed 10.0 VCP 8 352.0 09/10/09

3551400635514005A HORACE ST (20600) VCP 1965 E Rehabed 32.0 VCP 8 312.0 09/08/09

4430207044302071A CAMARILLO ST (11200) VCP 1927 E Rehabed 6.0 ` VCP 8 291.0 09/04/09

4431603944316048A FLOYD TERRACE (3397) VCP Unknown E Rehabed 35.0 VCP 8 97.0 09/01/09

4431604844316065A FLOYD TERRACE (3389) VCP Unknown E Rehabed 62.0 VCP 8 186.0 08/31/09

4460503844605008A SIERRA VILLA DR (5300) VCP 1925 E R&R 236.0 VCP 6 236.0 08/28/09

4940602549406024A MOHAWK ST (1600) VCP 1916 E Rehabed 10.0 VCP 6 118.0 08/27/09

4281414542814149A VENTURA CANYON AVE (5000) VCP 1957 E Rehabed 16.0 VCP 8 252.0 08/26/09

4281514542815144A HESBY ST (1200) VCP 1951 E Rehabed 8.0 VCP 8 254.0 08/25/09

4421009844210065A DIXIE CANYON AVE (3900) VCP 1935 E Rehabed 6.0 VCP 8 289.0 08/24/09

4961005449610067A VALLEY BLVD (5200) VCP 1939 E Rehabed 12.0 VCP 8 303.0 08/21/09

30 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4460703044607044A VINCENT AVE (5300) VCP 1927 E Rehabed 8.0 VCP 8 215.0 08/19/09

5370410253704089A ELWOOD ST (1400) VCP 1914 E Rehabed 8.0 VCP 8 265.0 08/19/09

5610211256102103A WAVECREST CT (200) VCP 1935 E Rehabed 8.0 VCP 6 99.0 08/18/09

3911512439116064A QUARTZ AVE ALLEY (19000) VCP 1956 E Rehabed 8.0 VCP 8 187.0 08/15/09

4331200343312002A FAIRHAVEN AVE (5000)#1180 VCP 1964 E Rehabed 18.0 VCP 8 324.0 08/14/09


5161208151612080A 5TH ST (800) VCP 1896 E R&R 276.0 VCP 8 276.0 08/13/09


3910408439104085A ROMAR PL (19000) VCP 1956 E Rehabed 23.0 VCP 8 190.0 08/11/09

4320204043202041A ARCHWOOD ST (23000) Unknown 1959 E Rehabed 28.0 VCP 8 212.0 08/10/09

5151301451513116A CLARENCE ST (670) CON 1925 E Rehabed 16.0 VCP 12 300.0 08/05/09

4390211143902058A SERRANIA DR (4800) VCP 1963 E Rehabed 25.0 VCP 8 104.0 08/05/09


4000307940003085A GLENOAKS BLVD (8000) VCP 1959 E Rehabed 13.0 VCP 8 209.0 08/03/09

3981104839810044A COVELLO ST (15500) VCP 1954 E Rehabed 9.0 VCP 8 308.0 07/31/09

4941420149414200A MIRAMAR ST (2000) CON 1921 E R&R 210.0 VCP 6 210.0 07/31/09

5220803752208038A PASEO MIRAMAR (500) VCP 1927 E Rehabed 14.0 VCP 8 254.0 07/29/09

5170116151702141A COUNTRY CLUB DR (4300) VCP 1912 E R&R 336.0 VCP 8 336.0 07/27/09

6041503260415024A SENATOR AVE (24400) VCP 1961 E Rehabed 8.0 VCP 8 248.0 07/22/09

4940901549409067A VIRGIL AVE (300) VCP 1921 E Rehabed 8.0 VCP 8 360.0 07/21/09

6240110462401105A 21ST ST (400) VCP 1917 E Rehabed 8.0 VCP 8 278.0 07/20/094941513949415141A SUNSET BLVD (1000) VCP 1897 E R&R 53.0 VCP 8 53.0 07/17/095350410753514116A CHESAPEAKE AVE (3500) VCP 1959 E Rehabed 17.0 VCP 8 343.0 07/17/093601502336015022A WENTWORTH ST (7800) VCP 1956 E Rehabed 10.0 VCP 10 322.0 07/16/095181115651811157A COLOGNE ST (2000) VCP 1927 E Rehabed 22.0 VCP 8 194.0 07/16/093601515636015128A FENWICK ST (7800) VCP 1975 E Rehabed 20.0 VCP 8 455.0 07/15/095200604652006057A BUNDY DR (724) VCP 1927 E Rehabed 55.0 VCP 12 341.0 07/15/094660507946708109A GARVANZA AVE (100) VCP 1910 E Rehabed 180.0 VCP 8 321.0 07/10/094670811546708116A GARRISON DR (6200) VCP 1925 E Rehabed 49.0 VCP 6 49.0 07/10/094330805743308056A EILAT ST (24000) VCP 1964 E Rehabed 10.0 VCP 8 322.0 07/10/094321207143212063A FARRALONE AVE (5000) VCP 1963 E Rehabed 15.0 VCP 8 221.0 07/09/093901604239016041A RAYEN ST (17100) VCP 1960 E Rehabed 30.0 VCP 8 400.0 07/08/093881404138814042A MERCEDES AVE (9000) VCP 1955 E Rehabed 14.0 VCP 8 107.0 07/07/093881409438814095A RANGOON ST (13300) VCP 1952 E Rehabed 11.0 VCP 8 330.0 07/07/093881408038814093A URBANA AVE (8900) VCP 1952 E Rehabed 10.0 VCP 8 244.0 07/07/093910801639108025A HALLACK AVE (9000) VCP 1956 E Rehabed 8.0 VCP 8 250.0 07/03/09

CIP No. C5104320906143209048A OSTIN AV (5700) VCP 1963 E Rehabed 327.1 8 PVC 0.24 327.1 06/23/084900303749003043A LINDA FLORA DR (11500) VCP 1950 E Rehabed 221.4 8 PVC 0.24 221.4 07/02/095370312653703144A WALNUT ST (1300) VCP 1907 E Rehabed 329.5 8 PVC 0.24 329.5 07/07/095660509056605091A 93RD ST (200) CON 1930 E Rehabed 338.0 8 PVC 0.24 338.0 07/10/094960919849609183A ITHACA AV (5000) VCP 1946 E Rehabed 342.0 8 PVC 0.24 342.0 07/15/093851005738510066A PALI AV (9000) VCP 1965 E Rehabed 214.0 8 PVC 0.24 214.0 08/14/094910203249102123A DEL RESTO DR (1300) VCP 1965 E Rehabed 60.0 8 PVC 0.24 60.0 08/14/095580504255805043A 60TH ST (3600) CON 1924 E Rehabed 261.5 8 PVC 0.24 261.5 09/15/095200206552002073A HELENA DR 19 (100) CON 1939 E Rehabed 224.4 8 PVC 0.24 224.4 09/16/094931615049316136A VERMONT AV S (600) VCP 1928 E Rehabed 236.8 8 PVC 0.24 236.8 10/14/093501101935011018A COBALT ST VCP 1966 E Rehabed 157.0 10 PVC 0.24 157.0 10/23/095180601651806222A LA CIENEGA BL (1200) CON 1928 E Rehabed 321.6 12 PVC 0.3 321.6 10/24/095630800956308027A LINCOLN BLVD R/W VCP 1941 E Rehabed 273.0 18 CIPP 0.65 273.0 11/09/095370812353708122A ADAMS BL (1600) VCP 1913 E Rehabed 150.6 8 PVC 0.24 150.6 11/24/09

Project Title: Rehab Program - FY 2009/2010 Award Date: N/A Completion Date: 06/30/10

31 of 32

PIPE ID NUMBER

US MH / DS MH

PIPE INFORMATION

YEAR BUILT


MATERIAL

REHABED R&R NEW

LINE (LF)

R&R (LF)

REACH COMPLETION

DATE

REACH LENGTH

(FT)

NEW PIPE (LF)

PIPE MATERIAL

LINER MATERIAL

LINER THICKNESS

(IN)


4711403247114033A TOWER GROVE DR (1000) VCP 1957 E Rehabed 247.0 8 PVC 0.24 247.0 01/13/105181115651811157A COLOGNE ST (2000) VCP 1927 E Rehabed 194.0 8 PVC 0.24 194.0 01/20/104961005449610067A VALLEY BL (5200) VCP 1939 E Rehabed 303.4 8 PVC 0.24 303.4 01/22/103541605835416059A LARWIN AVE (22300) VCP 1969 E Rehabed 337.0 8 PVC 0.24 337.0 02/04/106041508461403002A WESTERN AVE (24700) #1361 VCP 1951 E Rehabed 237.0 8 pvc 0.24 237.0 02/10/104700207347002072A WOODROW WILSON DR VCP 1953 E Rehabed 220.0 8 CIPP 0.177 220.0 02/26/104461014344610144A LOY LN (5000) #1335 VCP 1956 E Rehabed 239.0 8 CIPP 0.177 239.0 03/01/104421114344211170A ALTA MESA DR (3900) VCP 1964 E Rehabed 133.0 8 CIPP 0.177 133.0 03/02/105360716253607161A LEIGHTON AVE (1500) VCP 1930 E Rehabed 340.0 8 PVC 0.25 340.0 03/09/104271011542710117A BURBANK BLVD (11200) CON 1939 E Rehabed 391.0 10 pvc 0.24 391.0 03/11/105151301451513116A CLARENCE ST (670) CON 1925 E Rehabed 300.0 12 PVC 0.37 300.0 03/13/105150111051505031A CENTER ST (400) VCP 1895 E Rehabed 211.0 8 PVC 0.24 211.0 03/23/104410608744106088A HIGH KNOLL RD (15000) #1411 VCP 1959 E Rehabed 170.0 8 PVC 0.24 170.0 03/29/104940214949402123A EFFIE ST R/W (1600) CON 1925 E Rehabed 247.0 8 PVC 0.24 247.0 04/01/105170507451705075A LUCERNE BL R/W (1200) VCP 1917 E Rehabed 165.5 12 PVC 0.24 165.5 04/01/104720801347208014A CLARAY DR (2600) VCP 1975 E Rehabed 233.0 8 PVC 0.24 233.0 04/02/104720801247208013A CLARAY DR (2600) #1348 VCP 1975 E Rehabed 216.0 8 pvc 0.24 216.0 04/02/105570617555710014A AVALON BLVD (6500) #1301 CON 1920 E Rehabed 330.0 15 PVC 0.37 330.0 04/06/105571001455710033A AVALON BLVD (6500B) #1302 CON 1920 E Rehabed 329.9 15 PVC 0.37 329.9 04/08/105361409153614090A 48TH ST (2000) VCP 1908 E Rehabed 309.4 10 PVC 0.24 309.4 05/03/104900801449008031A CHALON RD (10900) VCP 1937 E Rehabed 314.0 8 pvc 0.24 314.0 05/24/105200604652006057A BUNDY DR VCP 1927 E Rehabed 340.7 12 PVC 0.37 340.7 06/06/103581309335813106A LOUVRE ST (14000) VCP 1961 E Rehabed 291.0 8 PVC 0.24 291.0 06/21/10

32 of 32

5

5

5

5

5

10

10

10

110

710

605

405

405

105

710110

210

210

405

101

101

101

1

2

14

90

91

60

118118

110

134

134

170

LegendNew (0.6 Miles)Replacement (14.2 Miles)Rehabed (34.2 Miles)Emergency (5.9 Miles)FreewayCity of L.A.

City of Los AngelesFY 2009/10

Sewer Rehabilitation and ReplacementJune 30, 2010

Produced by GIS GroupWastewater Engineering Services Division

Bureau of SanitationCity of Los Angeles

Created August 25, 2010U:\GISUNIT\Projects\MapRequests\SettlementAgreement\2010\R&R_FY09_10.mxdThomas Bros Data reproduced with permisision granted by THOMAS BROS MAP

3 0 31.5 Miles


vi



ATTACHMENT B WASTEWATER CAPITAL IMPROVEMENT PROGRAM

SUMMARY* * The City’s Wastewater Capital Improvement Program (WCIP) is currently undergoing its annual review and update. A complete copy of the City’s current 10-year (FYs 2009/10 through 2018/19) WCIP is available at http://san/fmd/wcip/. Hard copies will be available to the parties to the settlement agreement upon request.



WASTEWATER CAPITAL IMPROVEMENT PROGRAM

PROJECT DESCRIPTIONS AND

10-YEAR EXPENDITURE PLAN

(FISCAL YEARS 2010/11 – 2019/20)

CATEGORIES: COLLECTION SYSTEM DONALD C. TILLMAN WATER RECLAMATION PLANT HYPERION TREATMENT PLANT LA-GLENDALE WATER RECLAMATION PLANT PUMPING PLANTS SYSTEMWIDE TERMINAL ISLAND WATER RECLAMATION PLANT

MAYOR ANTONIO VILLARAIGOSA

COUNCIL MEMBERS 1ST DISTRICT 4TH DISTRICT 7TH DISTRICT 10TH DISTRICT 13TH DISTRICT ED REYES TOM LABONGE RICHARD ALARCON HERB J. WESSON, JR. ERIC GARCETTI 2ND DISTRICT 5TH DISTRICT 8TH DISTRICT 11TH DISTRICT 14TH DISTRICT PAUL KREKORIAN PAUL KORETZ BERNARD PARKS BILL ROSENDAHL JOSE HUIZAR 3RD DISTRICT 6TH DISTRICT 9TH DISTRICT 12TH DISTRICT 15TH DISTRICT DENNIS P. ZINE TONY CARDENAS JAN PERRY GREIG SMITH JANICE HAHN

BOARD OF PUBLIC WORKS CYNTHIA M. RUIZ, PRESIDENT

ANDREA A. ALARCON, VICE PRESIDENT PAULA A. DANIELS STEVEN T. NUTTER

VALERIE LYNNE SHAW

BUREAU OF SANITATION BUREAU OF ENGINEERING ENRIQUE C. ZALDIVAR – DIRECTOR GARY LEE MOORE, P.E. – CITY ENGINEER

D.C.TILLMAN WATER RECLAMATION PLANT ARCHITECTURAL DIVISION ENVIRONMENTAL MONITORING DIVISION ENVIRONMENTAL ENGINEERING DIVISION

FINANCIAL MANAGEMENT DIVISION WASTEWATER CONVEYANCE ENGINEERING DIVISION HYPERION TREATMENT PLANT WASTEWATER CONVEYANCE CONSTRUCTION DIVISSION

INFORMATION & CONTROL SYSTEMS DIVISION LOS ANGELES-GLENDALE WATER RECLAMATION PLANT BUREAU OF CONTRACT ADMINISTRATION

TERMINAL ISLAND WATER RECLAMATION PLANT JOHN L. REAMER, JR. – INSPECTOR OF PUBLIC WORKS WASTEWATER COLLECTION SYSTEMS DIVISION WASTEWATER CONSTRUCTION DIVISION WASTEWATER ENGINEERING SERVICES DIVISION


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM

FISCAL YEAR 2010/11 - 2019/20

Page 1 July 1, 2010

PLANNED EXPENDITURE SUMMARY CATEGORY 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

COLLECTION SYSTEMS 95,626,538 95,206,663 105,233,775 139,030,322 290,186,645 410,087,955 309,149,986 263,922,908 290,519,039 311,043,213

DONALD C. TILLMAN WATER RECLAMATION PLANT 8,456,510 6,698,660 11,383,940 7,445,322 3,407,948 7,466,465 5,860,959 1,118,503 0 0

HYPERION TREATMENT PLANT 46,304,213 66,154,124 57,555,557 46,679,812 72,933,313 64,323,033 49,353,529 46,822,170 56,111,360 18,850,855

LA/GLENDALE WATER RECLAMATION PLANT 7,225,203 7,516,513 3,402,982 3,449,396 4,340,947 5,071,882 3,289,568 1,776,470 1,459,126 56,000

PUMPING PLANTS 6 5 5 , 9 2 0 100,000 25,216,470 25,868,485 18,951,885 16,160 0 0 0 0

SYSTEM WIDE 19,232,772 13,589,718 14,376,831 15,507,657 12,120,779 10,474,725 22,249,023 8,044,663 8,070,663 2,861,663

TERMINAL ISLAND WATER RECLAMATION PLANT 6,348,977 13,277,346 8,491,461 17,356,877 20,306,625 6,343,410 118,948 0 0 0

TOTAL WCIP 183,850,133 202,543,024 225,661,016 255,337,871 422,248,142 503,783,630 390,022,013 321,684,714 356,160,188 332,811,731

CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS

BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM

FISCAL YEAR 2010/11 - 2019/20

Page 2 July 1, 2010

THIS PAGE INTENTIONALLY LEFT BLANK


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT DESCRIPTION AND EXPENDITURE PLAN FISCAL YEAR 2010/11 - 2019/20 COLLECTION SYSTEM (CS)

Page 3 July 1, 2010

CS PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

4TH AVE SLAUSON REHAB 0 0 45,760 3,261,484 10,522,480 7,585,016 39,280 0 0 0

71ST AVALON SWR REHAB 0 62,440 378,280 461,020 3,319,160 6,958,160 31,600 0 0 0

74TH STREET SEWER REHAB 5 7 3 , 6 8 0 563,380 5,257,348 7,896,110 4,404,922 27,200 0 0 0 0

ADAMS BL RELIEF SEWER 2 6 1 , 3 4 0 570,260 540,220 6,271,801 9,456,675 3,322,524 0 0 0 0

AIR SCRUBBER UNIT IMPROVEMENTS 0 430,399 93,381 0 0 0 0 0 0 0

ALVARADO CRANDALL RLF SWR 2 5 0 , 0 0 0 0 0 0 0 0 0 0 0 0

ASSESSMENT ACT SWRS 4 6 4 , 0 0 0 464,000 464,000 464,000 464,000 464,000 464,000 464,000 464,000 464,000

ATF BIOTRICKLING EQUIPMENT 6 5 3 , 9 2 0 0 0 0 0 0 0 0 0 0

ATF ECIS - LA CNGA & JEFFERSON 2,037,678 0 0 0 0 0 0 0 0 0

ATF NCOS SIPHON 2,518,680 39,360 0 0 0 0 0 0 0 0

ATF REVIEW STUDY 6 4 5 , 0 0 0 75,000 0 0 0 0 0 0 0 0

AVE 45 ARROYO DR RLF SWR 4,692,316 117,600 0 0 0 0 0 0 0 0

BALDWIN HILLS AREA SWR REHAB 0 0 99,400 297,640 1,079,303 4,880,157 19,520 0 0 0

CENTRAL BUS DST RLF SWR PH-5 0 121,394 424,235 424,235 3,767,091 11,782,868 6,640,517 0 0 0

CIS RELIEF SWR 4 8 3 , 0 0 0 500,000 500,000 5,500,000 0 0 0 0 0 0

COLL SYS ADV PLANNING (BOS) 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000 1,200,000

CONCORD STREET RELIEF SWR 0 0 0 0 200,000 500,000 2,422,050 0 0 0

COS 59TH ST AND FOURTH AVE 2 9 4 , 3 0 0 287,870 194,730 3,462,480 4,737,890 1,256,680 0 0 0 0

COS REHAB MARKET ST TO RODEO 0 0 600,000 1,378,800 18,551,758 20,112,602 19,616,525 1,739,255 0 0

COS REHAB NORS DIV 4 TO MARKET 7,255,305 1,748,580 8 , 6 4 0 0 0 0 0 0 0 0

DAR 01 HOLLYWOOD 1 1 2 , 3 0 0 0 0 848,053 3,216,287 6 , 4 0 0 0 0 0 0

DAR 02 HOLLYWOOD 0 0 39,160 477,460 2,038,453 7,750,727 15,280 0 0 0



Page 4 July 1, 2010

PROJECT TITLE 1ST Year 2010/11

2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

EAST LA AREA PRIM SWR REHAB 0 0 54,640 110,260 298,089 1,164,454 96,357 0 0 0

EMERGENCY SEWER REPLACEMENT 16,060,000 15,060,000 14,060,000 13,060,000 11,060,000 9,060,000 9,060,000 9,060,000 8,000,000 8,000,000

ENTERPRISE ST SIPHON MOD 0 0 42,000 558,540 1,162,160 97,940 0 0 0 0

EXPOSITION BL SWR REHAB 0 0 717,620 1,003,080 5,885,746 19,093,776 3,005,438 0 0 0

FIGUEROA MERIDIAN YORK RLF SWR 1,615,510 1,963,570 5 , 6 0 0 0 0 0 0 0 0 0

FIGUEROA ST SWR REPLC 0 29,820 313,960 378,080 2,195,798 4,762,272 1,479,370 0 0 0

FRONT ST SEWER REHAB 1 5 2 , 3 2 0 183,900 183,500 1,644,960 5,921,060 11,680 0 0 0 0

GLENDALE-BURBANK IN SWR (GBIS) 3,345,840 4,714,000 5,409,400 6,149,600 48,135,060 72,506,510 72,313,845 72,313,845 72,313,845 22,726,655

HIGHLAND PK EAGLE ROCK SWR RHB 0 0 662,460 546,740 6,317,500 9,311,450 1,139,490 0 0 0

HUMBOLDT FIGUEROA RLF SWR 0 0 0 0 0 213,780 1,092,200 1,411,400 3,446,390 21,717,305

JWOOD NORMAN BERENDO RLF SWR 0 120,000 126,840 131,300 2,274,595 1,980,505 4 , 4 0 0 0 0 0

LCIS REHAB BLACKWELDER MELROSE 2 0 0 , 0 0 0 1,904,120 1,799,240 6,500,624 27,252,180 27,326,884 8,471,832 0 0 0

LCIS REHAB JEFFERSON LA CIEN 0 8 0 143,320 3,959,528 4,029,572 16,560 0 0 0 0

LCIS RELOC RODEO JEFFERSON 3 3 , 5 2 0 0 0 0 0 0 0 0 0 0

MAINTENANCE HOLE RESETTING 9 2 0 , 0 0 0 970,000 970,000 970,000 1,070,000 1,070,000 1,070,000 1,070,000 1,070,000 1,070,000

MANHATTAN 4TH SWR REHAB 0 11,640 98,220 99,940 994,240 3 , 5 2 0 0 0 0 0

NEIS PH 2 4,980,568 5,433,022 5,432,127 3,426,487 2,078,962 25,105,818 62,040,706 62,401,954 62,582,578 62,582,578

NORMANDIE REPL LCL 68-VERMONT 8 3 , 2 4 0 412,260 374,680 3,988,380 5,989,105 2,101,255 3 , 0 4 0 0 0 0

NORMANDIE SWR REPL/REHAB 9 6 4 , 5 8 0 4,597,040 6,575,980 5,381,900 99,440 0 0 0 0 0

NORS DIVER STRUCT AIR CURT 4 9 0 , 0 0 0 0 0 0 0 0 0 0 0 0

NOS REHAB MAZE PHASE 5 6,764,002 5,362,872 70,240 0 0 0 0 0 0 0

NOS REHAB PROGRAM 0 0 0 0 10,000,000 10,000,000 10,000,000 10,000,000 10,000,000 10,000,000

NOS REHAB SIPHON TO LCIS JCT 5,056,882 109,440 0 0 0 0 0 0 0 0



Page 5 July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

NOS REHAB U-1 VAN NESS WESTERN 1 0 0 , 3 2 0 50,000 459,100 10,924,800 142,580 5 , 9 2 0 0 0 0 0

NOS REHAB U-5 SAN PEDRO HOOPER 5 6 6 , 6 2 0 50,000 199,600 3,360,408 5,373,570 2,104,622 5 , 6 0 0 0 0 0

NOS REHAB U-6 HOOPER WILSON 4 6 9 , 2 2 0 118,280 0 89,120 989,050 6,678,034 5,891,976 48,720 0 0

NOS REHAB U-7 WILSON LA RIVER 5 2 5 , 5 0 0 132,540 0 0 50,000 217,520 3,504,912 5,622,220 2,202,408 0

ODOR CNTR FORMAN AVE LOCAL SWR 8 8 , 9 6 0 925,400 1,134,720 10,160 0 0 0 0 0 0

ODOR CTRL HOLLYDALE SWR 1 5 0 , 0 0 0 0 0 0 0 0 0 0 0 0

PLANNED UPGR REPLC PROG 0 0 0 0 0 0 500,000 5,000,000 65,100,000 65,100,000

SAN PEDRO SIPHON UPSTREAM 30" 0 0 0 92,960 1,416,172 259,268 0 0 0 0

SECONDARY SWR RENEWAL PROG 0 0 0 0 0 42,841,275 44,841,275 46,841,275 48,841,275 50,841,275

SLAUSON COMPTON SWR REHAB 1 8 2 , 8 6 0 647,920 665,620 362,040 6,469,976 10,934,908 5,482,916 6 , 4 0 0 0 0

SOTO PICO SWR REPLC 0 329,640 1,032,080 1,164,660 17,181,421 8,387,999 0 0 0 0

SSRP A01 EMERSON AV & 82ND ST 4 6 7 , 5 8 8 1,699,712 3 , 3 6 0 0 0 0 0 0 0 0

SSRP A04 AIRPORT & 78TH ST 5 9 , 1 0 0 330,673 574,207 1 , 4 4 0 0 0 0 0 0 0

SSRP C01A CALIF & ABBOTT KINN 1 1 4 , 7 4 0 1,298,336 2,285,204 5 , 6 0 0 0 0 0 0 0 0

SSRP C01B BILLOWVISTA & 83RD 3 6 , 0 0 0 450,079 1,787,641 3 , 3 6 0 0 0 0 0 0 0

SSRP C03 VENICE & STEWART 1 7 1 , 9 4 0 1,889,092 2,779,605 234,063 0 0 0 0 0 0

SSRP C08A PALISADES & SURFVIEW 1 0 9 , 4 0 0 612,519 1,063,521 2 , 5 6 0 0 0 0 0 0 0

SSRP C08B TEMESCAL & PALISADES 1 2 3 , 6 4 0 1,398,883 2,461,597 6 , 0 8 0 0 0 0 0 0 0

SSRP C08C OCEAN & TEMESCAL 1 6 9 , 3 6 0 1,917,222 3,374,118 8 , 3 2 0 0 0 0 0 0 0

SSRP E02 VENTURA & LANKERSHIM 3 2 1 , 5 5 6 1,975,614 295,010 0 0 0 0 0 0 0

SSRP E11 HESBY ST. & RIVERTON 3 2 , 0 8 0 336,381 58,839 0 0 0 0 0 0 0

SSRP E35 2 7 , 8 4 7 27,845 327,085 327,084 0 0 0 0 0 0

SSRP E39 0 179,729 179,730 2,198,333 2,198,332 0 0 0 0 0



Page 6 July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

SSRP H03 1 9 2 , 2 0 0 192,201 4,978,538 4,978,538 0 0 0 0 0 0

SSRP H04A SNST PLZA & RSNG GLN 1 3 3 , 6 0 0 1,173,797 108,348 0 0 0 0 0 0 0

SSRP H04B 3RD & LA CIENEGA 1,121,164 1 , 4 4 0 0 0 0 0 0 0 0 0

SSRP H14 5 9 , 8 9 6 59,896 732,603 732,605 0 0 0 0 0 0

SSRP H15 0 38,151 38,153 466,644 466,644 0 0 0 0 0

SSRP H18 MUIRFIELD & OLYMPIC 6 4 0 0 0 0 0 0 0 0 0 0

SSRP H19 0 34,064 34,063 433,996 433,997 0 0 0 0 0

SSRP H20 2 8 7 , 3 2 9 287,328 3,375,039 3,375,041 0 0 0 0 0 0

SSRP H21 4 5 , 7 0 3 45,702 559,001 559,001 0 0 0 0 0 0

SSRP H23 0 92,100 92,100 1,126,508 1,126,508 0 0 0 0 0

SSRP H24 SUNSET BL & RENO ST 1 3 3 , 2 2 0 746,334 1,296,066 3 , 2 0 0 0 0 0 0 0 0

SSRP H25A HOOVER & CLARISSA 2 3 0 , 1 3 3 836,347 1 , 6 8 0 0 0 0 0 0 0 0

SSRP H25B MANZANITA & EFFIE 3 0 2 , 0 4 2 1,096,998 2 , 1 6 0 0 0 0 0 0 0 0

SSRP H26A FRANKLIN & HYPERION 6 6 9 , 0 9 3 15,200 0 0 0 0 0 0 0 0

SSRP H26B LOS FELIZ & RVERSIDE 6 8 7 , 3 1 1 16,160 0 0 0 0 0 0 0 0

SSRP H26C SANBORN & GRIFF PARK 2 3 1 , 3 4 5 19,370 5 6 0 0 0 0 0 0 0 0

SSRP H26D GRIF PARK & GLENDALE 1 0 4 , 1 4 8 1 , 6 0 0 0 0 0 0 0 0 0 0

SSRP H31 0 24,604 24,605 435,908 435,908 0 0 0 0 0

SSRP H33 0 79,880 79,879 977,037 977,037 0 0 0 0 0

SSRP H35 GRIFFITH PK & FRANKLN 1,085,012 148,160 0 0 0 0 0 0 0 0

SSRP N01 0 56,929 56,929 696,320 696,322 0 0 0 0 0

SSRP N02 6 0 , 2 0 8 60,208 707,218 707,217 0 0 0 0 0 0

SSRP N05 0 130,848 130,847 1,600,445 1,600,444 0 0 0 0 0



Page 7 July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

SSRP N09 FRESNO ST & OREGON ST 8 7 8 , 5 6 0 326,785 0 0 0 0 0 0 0 0

SSRP N12 PARK VIEW & BEVERLY 8 8 , 7 2 0 1,003,793 1,766,687 4 , 4 0 0 0 0 0 0 0 0

SSRP N13 CESAR CH & ALAMEDA 2 0 7 , 2 3 8 1,252,680 99,922 0 0 0 0 0 0 0

SSRP N15 GLENDALE & SCOTT 2,613,485 96,560 0 0 0 0 0 0 0 0

SSRP P09 0 42,324 42,325 517,683 517,683 0 0 0 0 0

SSRP P10 AVE 43 & MARMION 1 6 0 , 9 3 6 1,018,491 156,953 0 0 0 0 0 0 0

SSRP P11 MARMION & FIGUEROA 6 1 0 , 3 7 9 0 0 0 0 0 0 0 0 0

SSRP P12 AV 50 & MONTE VISTA 8 5 3 , 9 0 0 321,014 0 0 0 0 0 0 0 0

SSRP P13 RANGE & NORTH AV 55 1,038,220 107,461 0 0 0 0 0 0 0 0

SSRP P14 PASADENA & MARMION 1,058,160 228,865 0 0 0 0 0 0 0 0

SSRP P15 1 1 9 , 2 2 3 119,224 1,400,432 1,400,431 0 0 0 0 0 0

SSRP P18A EAGLE ROCK & YORK 2,272,970 89,800 0 0 0 0 0 0 0 0

SSRP P18B VERDUGO & AVE 33 2,203,653 87,120 0 0 0 0 0 0 0 0

SSRP S03 RODEO & NORTON 3 1 2 , 7 9 0 2,297,822 359,548 0 0 0 0 0 0 0

SSRP S05 0 95,379 95,378 1,166,612 1,166,611 0 0 0 0 0

SSRP S06 VERMONT & 76TH ST 9 2 1 , 0 2 7 3,502,133 6 , 9 6 0 0 0 0 0 0 0 0

SSRP S15 GRAND AVE & 58TH ST 5 2 7 , 1 0 0 176,125 0 0 0 0 0 0 0 0

SSRP T01 7 9 , 4 3 2 79,433 1,347,984 1,347,984 0 0 0 0 0 0

SSRP T03 PASEO DL MR & CAROLNA 3,147,680 1,016,001 0 0 0 0 0 0 0 0

SSRP T04 S ALMA & W 10TH ST 7 3 , 8 6 0 96,780 1,098,796 1,923,884 4 , 7 2 0 0 0 0 0 0

SSRP T05 CHANNEL & GAFFEY ST 2 2 3 , 6 7 0 1,359,510 3 , 6 0 0 0 0 0 0 0 0 0

SSRP T06 0 67,614 67,615 1,197,889 1,197,890 0 0 0 0 0

SSRP U01 MARINA FWY & WCH PKWY 1 0 4 , 2 6 0 1,336,279 1,366,456 0 0 0 0 0 0 0



Page 8 July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

SSRP U09 OHIO AV & STONER AV 4 6 0 , 4 9 0 559,030 0 0 0 0 0 0 0 0

SSRP U10 N BUNDY & TRAVIS ST 3 4 9 , 0 3 9 1,327,161 2 , 5 6 0 0 0 0 0 0 0 0

SSRP U11 0 52,502 52,504 930,166 930,166 0 0 0 0 0

SSRP U15 CAMDEN & EXPOSITION 1 7 9 , 6 6 0 50,880 0 0 0 0 0 0 0 0

SSRP U16 0 24,913 24,915 460,820 460,820 0 0 0 0 0

SSRP U18A ROSCMARE & STRADELLA 1 0 9 , 5 9 4 0 0 0 0 0 0 0 0 0

SSRP U18B VETERAN & SUNSET 1 4 2 , 4 8 8 0 0 0 0 0 0 0 0 0

SSRP U19A ROCHESTER & BEV GLEN 2 6 8 , 2 1 3 0 0 0 0 0 0 0 0 0

SSRP U19B PROSSER & OLYMPIC 2 4 9 , 8 7 4 0 0 0 0 0 0 0 0 0

SSRP U20 BEV GLEN & QUITO LN 6 2 , 4 8 0 81,820 929,768 1,627,532 4 , 0 0 0 0 0 0 0 0

SSRP U21 0 125,348 125,349 2,220,728 2,220,730 0 0 0 0 0

SSRP U22A MULHOLLAND BELLAGIO 9 4 , 3 6 0 1,539,315 135,465 0 0 0 0 0 0 0

SSRP U22B BELLAGIO & WILSHIRE 5 9 , 3 6 0 1,089,772 388,928 0 0 0 0 0 0 0

SSRP U23 1 0 0 , 9 2 8 100,929 1,788,090 1,788,090 0 0 0 0 0 0

SSRP U24 ROBERTSON & ALCOTT 1 5 4 , 7 6 5 0 0 0 0 0 0 0 0 0

SSRP W32 SERRANIA & DUMETZ 1 6 6 , 4 8 0 1,828,764 2,691,200 226,556 0 0 0 0 0 0

SSRP Z13 2 5 , 8 3 1 25,831 457,645 457,647 0 0 0 0 0 0

UPPER BEACHWOOD EASEMNT MH ADD 1 5 7 , 8 2 0 409,844 583,416 3 , 6 0 0 0 0 0 0 0 0

UPPER BEACHWOOD EAST MH ADD 6 9 2 , 9 2 6 5 , 6 0 0 0 0 0 0 0 0 0 0

UPPER BEACHWOOD WEST MH ADD 8 1 8 , 5 9 1 68,262 0 0 0 0 0 0 0 0

VALLEY SPRING LANE INTER SWR 0 0 0 0 0 500,000 3,000,000 3,500,000 3,500,000 58,550,000

VAN NUYS SYLMAR SWR REHAB 0 0 450,200 586,800 8,312,660 6 , 7 2 0 0 0 0 0

VERMONT AV SWR REPLC 0 97,160 451,340 384,900 5,838,913 7,067,967 40,000 0 0 0



Page 9 July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

VERMONT MANCHSTER SWR REHAB 0 45,020 266,420 348,820 1,670,600 6,215,136 298,304 0 0 0

WASH GRIFFITH LB SWR REPLC 1 2 6 , 7 2 0 3,204,290 4,485,010 29,760 0 0 0 0 0 0

WASH OXFORD BEACH RLF SWR 2 1 5 , 3 6 0 0 0 0 0 0 0 0 0 0

WESTERN 35TH RLF SWR 0 481,000 479,540 520,600 7,165,756 16,598,496 1,969,488 0 0 0

WILSHIRE AREA JEFF SWR REHAB 0 0 0 78,480 2,721,840 2,952,820 13,200 0 0 0

WILSHIRE AREA OLYM SWR REHAB 0 310,280 316,760 314,840 4,558,816 5,492,004 31,040 0 0 0

WILSHIRE AREA SYS SWR REHAB 0 0 352,220 503,820 2,779,500 6,998,140 568,440 0 0 0

WILSHIRE WSTMORELAND SWR REHAB 0 0 128,020 146,760 1,652,198 247,022 0 0 0 0

WLA RLF SWR 2,211,100 2,265,620 2,259,440 92,840 8,844,787 42,894,726 42,777,385 36,549,882 0 0

WLAIS REHAB OVERLAND - BARRY 3 1 7 , 4 4 0 212,900 3,268,522 6,012,730 2,859,468 12,640 0 0 0 0

WORKMAN MOZART INTER SWR 0 0 0 0 0 0 0 6,693,957 11,798,543 8,791,400

TOTAL CS 95,626,538 95,206,663 105,233,775 139,030,322 290,186,645 410,087,955 309,149,986 263,922,908 290,519,039 311,043,213


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 DONALD C. TILLMAN WATER RECLAMATION PLANT (DCT)

Page 159 DCT July 1, 2010

DCT PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

DCT CAPITAL EQP REPLC PROG 1 5 2 , 5 0 0 222,500 375,000 595,000 0 0 0 0 0 0

DCT CAPITAL STR REPLC PROG 0 0 0 145,000 0 0 0 0 0 0

DCT ELECTRICAL POWER SYS MODS 3 1 5 , 2 2 0 420,320 6,273,379 737,001 0 0 0 0 0 0

DCT ELECTRICAL VAULT REHAB 0 44,000 70,000 854,288 0 0 0 0 0 0

DCT EMERGENCY BACKUP POWER 6 7 , 9 6 0 152,380 4,041,641 5,114,033 120,480 0 0 0 0 0

DCT FIL REPLACEMENT (INST) 5 2 1 , 6 0 0 0 0 0 0 0 0 0 0 0

DCT FILTER RAILING SYS UPGR 4 1 5 , 4 3 0 0 0 0 0 0 0 0 0 0

DCT GALLERY VENTILATION 1 2 3 , 0 4 0 7 6 0 0 0 0 0 0 0 0 0

DCT IN PLANT STORAGE 5,286,300 5,283,700 623,920 0 0 0 0 0 0 0

DCT LAB FACILITY 9 8 9 , 5 4 0 0 0 0 0 0 0 0 0 0

DCT ODOR CNTRL SYS EVAL TEST 5 7 5 , 1 0 0 575,000 0 0 0 0 0 0 0 0

DCT PRIM TANK SKIM COVER REPL 9 , 8 2 0 0 0 0 0 0 0 0 0 0

DCT WW CONTROL SYSTEM REPL 0 0 0 0 3,287,468 7,466,465 5,860,959 1,118,503 0 0

TOTAL DCT 8,456,510 6,698,660 11,383,940 7,445,322 3,407,948 7,466,465 5,860,959 1,118,503 0 0


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 HYPERION TREATMENT PLANT (HTP)

Page 175 HTP July 1, 2010

HTP PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

HTP 1 & 5 MILE OUTFALL REBAL 1,343,340 6,720,671 7,018,749 0 0 0 0 0 0 0

HTP ABRA BLA & STEAM CLEAN FAC 0 160,020 132,600 1,172,784 0 0 0 0 0 0

HTP AUXIL BOIL NO.2 REPL 2,348,340 2,609,714 0 0 0 0 0 0 0 0

HTP BOILER SYS EXPAN 1,505,340 1,316,420 9,468,328 916,499 0 0 0 0 0 0

HTP CAPITAL EQP REPLC PROG 3,814,000 4,739,000 5,453,000 4,235,000 4,387,000 0 0 0 0 0

HTP CAPITAL STR REPLC PROG 5 0 , 0 0 0 50,000 50,000 50,000 0 0 0 0 0 0

HTP CAPITAL UTILITY REPLC PROG 4 0 0 , 0 0 0 400,000 400,000 600,000 600,000 0 0 0 0 0

HTP COMP ROOM CLNG SYS UPGRD 2 6 , 7 5 0 270,020 348,060 1,444,160 1,222,350 0 0 0 0 0

HTP DEWATER CENTRFG & PUMP 7&8 0 361,660 1,268,380 2,868,238 11,986,775 9,840,147 0 0 0 0

HTP DICE II CENTRIFUGE REPL 0 0 0 0 493,140 500,500 4,972,735 12,548,385 2,062,260 0

HTP DICE II WET CAKE PP REPLC 8 8 , 4 9 7 0 0 0 0 0 0 0 0 0

HTP Dig Co-Gen Facility 1,368,760 2,498,760 3,645,100 3,549,660 33,985,768 50,443,558 42,779,814 0 0 0

HTP DIG GAS COMP FAC 15,563,445 9,957,155 0 0 0 0 0 0 0 0

HTP DIG GAS COMP PROC 4,678,816 3,056,091 0 0 0 0 0 0 0 0

HTP DIG GAS DESULF FAC IMPR 6 1 6 , 5 2 0 11,063,360 4,866,480 0 0 0 0 0 0 0

HTP DIG GAS FLARE REHB 1 7 7 , 2 0 0 173,500 1,703,982 354,071 0 0 0 0 0 0

HTP DILUTE POLYMER PUMP IMPR 4 5 , 0 0 0 183,180 272,620 2,264,580 1,029,760 0 0 0 0 0

HTP EPP HEADER REPL 5 8 8 , 5 4 0 596,680 3,254,340 6,452,800 3,583,320 0 0 0 0 0

HTP IPS ODOR CNTRL IMPR 0 0 253,380 288,880 2,440,337 1,135,488 0 0 0 0

HTP ODOR CTRL HDWRKS SYS RPL 0 559,960 7 , 2 0 0 3,446,444 4,844,116 0 0 0 0 0

HTP PREG BUIL FIRST FL MODIF 3 9 6 , 0 2 0 2,398,180 0 0 0 0 0 0 0 0


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 HYPERION TREATMENT PLANT (HTP)

Page 176 HTP July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

HTP PRIM BATT C MOD 3,305,100 0 0 0 0 0 0 0 0 0

HTP PRIM SLUDGE CENTRIFUGE INS 2 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0

HTP PRIM SLUDGE CENTRIFUGE PRO 1 0 0 , 0 0 0 0 0 0 0 0 0 0 0 0

HTP ROLLOFF PILOT TRIAL 1 1 3 , 9 1 9 0 0 0 0 0 0 0 0 0

HTP SCREENING HANDLING IMPR 2 6 0 , 1 8 0 3,945,399 1,451,881 0 0 0 0 0 0 0

HTP SEC CLARF EXPANSION 0 0 0 0 100,800 462,200 293,220 6,618,582 14,162,425 5,740,333

HTP SERVICE WATER FAC UPG 4 6 7 , 7 6 0 3,230,980 1,836,180 0 0 0 0 0 0 0

HTP SOLIDS HDLG ODOR CTL FAC 5 9 3 , 7 6 0 806,040 6,900,914 10,118,291 39,120 0 0 0 0 0

HTP SOLIDS HNDL TRUCK LOAD FAC 0 0 0 0 928,000 1,907,280 1,307,760 27,655,203 39,886,675 13,110,522

HTP SUBSTATION SEPARATION 0 105,780 145,600 1,473,046 4,101,959 33,860 0 0 0 0

HTP VDM BRIDGE REHAB 3 2 1 , 9 0 0 0 0 0 0 0 0 0 0 0

HTP WW CONTROL SYSTEM REPL 7,931,026 10,951,554 9,078,763 7,445,359 3,190,868 0 0 0 0 0

TOTAL HTP 46,304,213 66,154,124 57,555,557 46,679,812 72,933,313 64,323,033 49,353,529 46,822,170 56,111,360 18,850,855


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 LA-GLENDALE WATER RECLAMATION PLANT (LAG)

Page 211 LAG July 1, 2010

LAG PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

LAG CAPITAL EQUIP REPL PROG 5 4 , 5 0 0 275,000 80,000 90,000 75,000 0 0 0 0 0

LAG ELECTRICAL POWER SYS MODS 3,469,628 2,219,732 0 0 0 0 0 0 0 0

LAG GALLERY VENTILATION 2 0 2 , 0 2 0 1 , 1 0 0 0 0 0 0 0 0 0 0

LAG HPE & INST AIR PIPNG RPLC 0 58,731 268,090 313,110 2,011,093 1,349,202 0 0 0 0

LAG HPE PIPING REHAB 1 4 7 , 3 2 4 0 0 0 0 0 0 0 0 0

LAG NDN BLOW SYS ABB DCS PRO 4 4 1 , 5 2 0 482,220 168,984 0 0 0 0 0 0 0

LAG NDN BLOWER INSTALLATION 3 5 9 , 4 7 5 1,567,886 544,363 0 0 0 0 0 0 0

LAG NDN BLOWER PROCUREMENT 2,408,016 2,689,164 833,561 0 0 0 0 0 0 0

LAG TERTIARY FILTER REPL 1 4 2 , 7 2 0 222,680 1,507,984 3,046,286 127,608 0 0 0 0 0

LAG WW CONTROL SYSTEM REPL 0 0 0 0 2,127,246 3,722,680 3,289,568 1,776,470 1,459,126 56,000

TOTAL LAG 7,225,203 7,516,513 3,402,982 3,449,396 4,340,947 5,071,882 3,289,568 1,776,470 1,459,126 56,000


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 PUMPING PLANTS (PP)

Page 223 PP July 1, 2010

PP PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

VENICE PP DUAL FORCE MAIN 6 5 5 , 9 2 0 100,000 25,216,470 25,147,485 18,951,885 16,160 0 0 0 0

VENICE PP VIBRATION REHAB 0 0 0 721,000 0 0 0 0 0 0

TOTAL PP 655,920 100,000 25,216,470 25,868,485 18,951,885 16,160 0 0 0 0


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 SYSTEMWIDE (SW)

Page 227 SW July 1, 2010

SW PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

BOND ASSISTANCE PROGRAM 5 0 0 , 0 0 0 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000 500,000

BUREAU-WIDE SECURITY SYSTEM 0 0 339,700 2,457,200 281,550 0 0 0 0 0

COMM INVLVMNT & PROJ MITIGAT 2 0 0 , 0 0 0 250,000 200,000 200,000 250,000 200,000 200,000 200,000 200,000 200,000

CONSTRUCTION SERVICES CONTRACT 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000 2,000,000

CS WW CONTROL SYSTEM REPL 2,290,459 3,288,609 2,827,848 168,791 0 0 0 0 0 0

DOWNTOWN LA LOW FLOW DIVR SEP 3 9 1 , 4 1 2 0 0 0 0 0 0 0 0 0

ELC EXHIBITS & MEDIA 5 4 7 , 0 0 0 2,294,000 20,000 0 0 0 0 0 0 0

EMD LIMS REPLACEMENT 1,999,450 621,808 381,808 0 0 0 0 0 0 0

EMPAC SYSTEM REPLACEMENT 0 0 0 76,403 1,273,388 0 0 0 0 0

ENVIRONMENTAL LEARNING CENTER 1,881,408 0 0 0 0 0 0 0 0 0

EQP UPGR/REPLC TREATMENT PLANT 0 0 0 0 0 2,000,000 19,000,000 4,800,000 4,800,000 0

FREMONT HS GARDEN SEP 3 5 0 , 0 0 0 700,000 1,740,000 510,000 0 0 0 0 0 0

GARVANZA PARK BMP SEP 1,929,000 0 0 0 0 0 0 0 0 0

GREEN ACRES CERP 6 5 , 0 0 0 75,000 75,000 75,000 75,000 0 0 0 0 0

LABORATORY EQUIPMENT PROC 2 4 0 , 0 0 0 475,000 299,500 0 0 0 0 0 0 0

N ATWATER CRK RESTORATION SEP 7 0 1 , 9 0 0 1,098,781 0 0 0 0 0 0 0 0

SMURRF 1 6 1 , 6 6 3 161,663 161,663 161,663 161,663 161,663 161,663 161,663 161,663 161,663

SOUTH DISTRICT YARD IMPRV 8 0 5 , 3 6 0 248,000 4,521,492 8,203,320 81,040 0 0 0 0 0

SOUTH LA WETLANDS PARK SEP 2,834,800 60,637 0 0 0 0 0 0 0 0

WISARD MIGRATION PROJECT 4 5 0 , 0 0 0 0 0 0 0 0 0 0 0 0

WW COLLECTION YARD IMPR 3 4 , 3 2 0 494,220 476,820 71,280 6,458,138 5,232,062 5 , 3 6 0 0 0 0


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 SYSTEMWIDE (SW)

Page 228 SW July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

WW CONT SYS REPL PRGM 1,400,000 0 0 0 0 0 0 0 0 0

WW NETWORK SERVERS CERP 1 0 0 , 0 0 0 970,000 480,000 730,000 660,000 0 0 0 0 0

WW SYS FINANCIAL CNSLT (BONDS) 2 7 5 , 0 0 0 275,000 275,000 275,000 300,000 300,000 300,000 300,000 325,000 0

WW SYSTEM AUDITOR 7 6 , 0 0 0 77,000 78,000 79,000 80,000 81,000 82,000 83,000 84,000 0

TOTAL SW 19,232,772 13,589,718 14,376,831 15,507,657 12,120,779 10,474,725 22,249,023 8,044,663 8,070,663 2,861,663


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 TERMINAL ISLAND WATER RECLAMATION PLANT (TIWRP)

Page 255 TIWRP July 1, 2010

TIWRP PLANNED EXPENDITURE SUMMARY PROJECT TITLE 1ST Year

2010/11 2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

TIWRP AWTF CHLORINE CT LINING 0 60,660 319,820 658,404 1,651,756 0 0 0 0 0

TIWRP AWTF MF MEMBRANE REPLC 1,388,560 4,901,581 0 0 0 0 0 0 0 0

TIWRP AWTF RO MEMBRANE REPLC 1 8 0 , 8 8 0 1,219,287 0 0 0 0 0 0 0 0

TIWRP BLENDER TANK RIM REHAB 0 0 16,440 106,840 261,525 302,422 0 0 0 0

TIWRP BLOWER REPLC 5 4 8 , 4 2 0 509,180 4,372,758 5,494,382 4 , 4 0 0 0 0 0 0 0

TIWRP CAPITAL EQP REPLC 1 5 0 , 0 0 0 370,000 545,000 400,000 290,000 0 0 0 0 0

TIWRP CENTRIFUGE IMP 2 1 2 , 0 0 0 0 0 0 0 0 0 0 0 0

TIWRP CENTRIFUGE PROCUREMENT 1 5 5 , 3 4 3 0 0 0 0 0 0 0 0 0

TIWRP DIG GAS MOISTURE REM 0 18,560 132,940 248,900 703,391 1,050,971 0 0 0 0

TIWRP DIGESTER GAS SYS STUDY 5 0 , 0 0 0 0 0 0 0 0 0 0 0 0

TIWRP EMERGENCY STORAGE TANK 1 , 1 0 0 0 0 0 0 0 0 0 0 0

TIWRP FIRE PROTECT SYS REPLC 0 115,820 133,340 747,320 347,017 0 0 0 0 0

TIWRP HEADWORKS IMPROVEMENTS 2,670,350 4,518,630 27,860 0 0 0 0 0 0 0

TIWRP HPE DISINFECTION 0 65,040 100,080 405,776 338,598 0 0 0 0 0

TIWRP LPGH LID REPLACEMENT 9 4 1 , 6 4 5 0 0 0 0 0 0 0 0 0

TIWRP LPGH PIPING REPLC 0 8 0 0 0 0 0 0 0 0 0

TIWRP NEW SERVICE MAINT FAC 0 713,040 918,640 3,363,464 10,128,656 139,485 0 0 0 0

TIWRP POWER/ENERGY MGMT 0 38,000 368,000 0 0 0 0 0 0 0

TIWRP PRI SCUM PUMP FAC REHAB 4 , 4 0 0 0 0 0 0 0 0 0 0 0

TIWRP PROC INSTRUM & AUTOMTN 4 5 9 0 0 0 0 0 0 0 0 0

TIWRP TER FIL INF PUMP VFD RPL 4 5 , 8 2 0 747,468 458,112 0 0 0 0 0 0 0


BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT PLANNED EXPENDITURE SUMMARY FISCAL YEAR 2010/11 - 2019/20 TERMINAL ISLAND WATER RECLAMATION PLANT (TIWRP)

Page 256 TIWRP July 1, 2010


2nd Year 2011/12

3rd Year 2012/13

4th Year 2013/14

5th Year 20014/15

6th Year 20015/16

7th Year 2016/17

8th Year 2017/18

9th Year 2018/19

10th Year 2019/20

TIWRP WW CONTROL SYSTEM REPL 0 0 1,098,471 5,931,791 6,581,282 4,850,532 118,948 0 0 0

TOTAL TITP 6,348,977 13,277,346 8,491,461 17,356,877 20,306,625 6,343,410 118,948 0 0 0


ATTACHMENT C SUMMARY STATUS OF CSSA DELIVERABLES



Shaded Items indicate completed projects.

Deliverables canceled per the 1st Modification to the Settlement Agreement.

Deliverables added per the 1st Modification to the Settlement Agreement.

No. Requirement Lead Frequency SA Due Date Status EPA/ RWQCB's Response Due Date

& Status

Completed Ahead of SA Due

Date

SA 1 Interim Scrubber at ECIS (Mission & Jesse) BOE One time 08/27/2004 Completed on 08/26/2004. 1

SA 2 Interim Scrubber at ECIS (23rd & San Pedro) BOE One time 08/27/2004 Completed on 08/26/2004.

SA 3 Interim Scrubber at ECIS (Jefferson Siphon) BOE One time 08/27/2004 Completed on 08/26/2004. 1

SA 4 Interim Scrubber at ECIS (NORS) BOE One time 08/27/2004 Completed on 08/26/2004. 1

SA 5 EAST CENTRAL INTERCEPTOR SEWER BOE One time 08/27/2004 Completed on 08/09/2004. 1

SA 6 The City will monitor all the odor control facilities as necessary to comply with all regulatory and permit requirements.

BOS (WCSD) Ongoing Ongoing Ongoing 18

SA 7 The City will modify its Odor Complaint Response Form to include a qualitativedescription of the wind condition (By entry 10/29/2004)

BOS (WCSD) One time 10/29/2004 Completed on

07/01/2004.

SA 8

The City will make an initial return call to the community member filing the sewer odor complaint through the Sewer Odor Hotline (complainant) within 1 week from the receipt of the hotline complaint if requested by the complainant and the complainant has provided call back information (By entry 10/29/2004)

BOS (WCSD) Ongoing 10/29/2004 Completed on

07/01/2004.

SA 9

The City will investigate the sewer odor complaint received by the Sewer Odor Hotline and shall call the complainant to attempt to report findings and actions

within 30 days from the receipt of the Sewer Odor Hotline complaint if requested by the complainant and the complainant has provided call back

information (By entry 10/29/2004)

BOS (WCSD) Ongoing 10/29/2004 Completed on

07/01/2004.

SA 10Within 30 days after the Effective Date of this Settlement Agreement (By entry

10/29/2004), the City shall pay the United States the sum of $800,000 as a civil penalty.

BOS (FMD) One time 11/28/2004 Completed.

SA 11

Within two months after ECIS becomes operational, the City will conduct monitoring of hydrogen sulfide gas levels, air pressure, and other necessary

parameters. Within 3 months after ECIS, share the result with the Odor Advisory Board.

BOS (WESD) One time 10/9/2004 Completed on

11/08/2004.

SA 12Within 45 days after the Effective Date of this Settlement Agreement, the City shall pay Baykeeper $1,600,000; the Intervenors $ 425,000; and the Regional

Board $71,745 (By entry 10/29/2004).

BOS (FMD) One time 12/13/2004 Completed.

SA 13

For the first year after the entry into this Settlement Agreement, the City will prepare quarterly reports reviewing the Sewer Odor Hotline program. The finalreport, including any findings and recommendations for improvement, shall be posted on the sewer hotline web page. Thereafter, the City will prepare and

post an annual report.

BOS (WCSD)

Quarterly Reports in Year One

and Annual Reports

Thereafter

Annual Reports by September

1st

Completed all requirements on or ahead of schedule.

SA 14

The City will report quarterly to the Odor Advisory Board, or more frequently if requested by the Odor Advisory Board, on the removal levels for hydrogen

sulfide at each of the odor control facilities (interim scrubbers and permanent ATFs) showing inlet concentration and outlet concentration. The information

will also be posted on the odor hotline web site.

BOS (WCSD) Quarterly

End of the month

following each fiscal

quarter

Reported quarterly on schedule since

October 2004.

SA 15

On the thirtieth day of January, April, July, and October (30 days after the end of the fiscal quarter) of each year until this Settlement Agreement is

terminated, the City shall submit to Plaintiffs a summary of all SSOs occurring during the previous fiscal quarter.

BOS (WCSD) Quarterly

End of the month

following each fiscal

quarter

Reported quarterly on schedule since

October 2004.

SA 16 EQ RPR SWRS U298 BOE One time 12/14/2004 Completed on 06/09/2004. 188





SA 21

No later than six months after entry of this Agreement (estimated at 04/29/2005), the City shall submit a report that evaluates the need for modifications to its current FOG Control Program Standard Operating

Procedures (“SOPs”) and Enforcement Response Plan and Enforcement Response Guide (“ERG”), and applicable sections of its existing rules and

regulations implementing its Grease Control Ordinance.

IWMD One time 04/29/2005 Completed on 04/22/2005.

Due 9/29/05

Received 9/29/05

SA 22 SAN PEDRO AREA SWR REHAB BOE One time 02/28/2005 Completed on 09/07/2004. 174

SA 23Within six months after the entry of this Agreement, the City shall submit a

report on the City’s progress on the wet weather Calibration and Validation of the City’s MOUSE model.


11/17/2004.

SA 24Within six months from the entry of this Settlement Agreement, the City shall, if

practicable, arrange for calls to the Sewer Odor Hotline to be answered and documented by a live person rather than a recording.


06/01/2004.

SA 25

Within six months from the entry into this Settlement Agreement, the City will develop an updated Odor Outreach Plan for advertising the Sewer Odor Hotline. As part of the City's Odor Outreach Plan, the City will develop a

community feedback system.


04/29/2005.

Attachment C - Collection System Settlement Agreement - Requirements Summary

C-1





& Status


Date


SA 26Within six months of the entry into this Settlement Agreement, the City will prepare written procedures for the odor control measures the City currently

employs including the addition of chemicals for sewer odor control.


04/27/2005.

SA 27

Within six months from entry into this Settlement Agreement, the City will prepare an implementation plan for implementing the recommendations made as part of the Independent Review of the Sewer Odor Control Program for the

City of Los Angeles.


04/27/2005.







SA 34 Starting with FY 04/05, the City shall clean a minimum of 60,000 sewer Pipe Reaches annually.

BOS (WCSD) Annual 06/30/2009 125,031 (prelim no.)

SA 35 Starting with FY 07/08, maintain a Three-Year Rolling Average of 65,000 sewer Pipe Reaches cleaned.

BOS (WCSD) Annual 06/30/2009 On target

SA 36 Starting with FY 04/05, at a minimum, the City shall use CCTV to inspect 600 miles of pipes annually.

BOS (WCSD) Annual 06/30/2009 646 miles (prelim no.)

SA 37 No later than 06/30/2005, the City shall add the agreed to language to its design manual BOE One time 06/30/2005 Completed on

12/13/2004.

SA 38No later than 06/30/2005, the City shall utilize all current and past valid flow

data to complete the development of all “R” Factors for all model basins within the City’s MOUSE model.


11/17/2004.

SA 39 Starting FY 04/05, the City shall inspect all permitted FSEs annually. IWMD Annual 06/30/20099196 inspected

100% complete; 9315 FSEs for FY 10/11

SA 40On an annual basis, or as requested by the Odor Advisory Board, the City will share summary data with the Odor Advisory Board regarding the odor control

measures utilized by the City and any relevant information

BOS (WCSD) Annual 6/30/2009

Completed the FY 2008/09 report on

08/11/09.

SA 41 SOUTH LA CSRP U - 6 BOE One time 07/30/2005 Completed on 08/04/2004. 360



SA 44 WILSHIRE AREA NE SWR REHAB BOE One time

Original 08/30/2005

Revised 11/30/2005

Completed on 09/9/2005.

SA 45 MT WASHINGTON AREA SWR REHAB BOE One time 09/30/2005 Completed on 11/02/2004.

SA 46 The City will report on the construction progress of the odor control facilities as part of the annual report BOE Annual 06/30/2009

Completed for FYs 04/05,05/06, 06/07 07/08 and 08/09. 332

SA 47 By October 1, 2005 and on September 1 of each following year this SettlementAgreement remains in effect, the City shall submit an Annual Progress Report

BOS (WESD) Annual 09/01/2009

Completed for FYs 04/05,05/06 06/07, 07/08, and 08/09.

SA 48 NORTH EAST INTERCEPTOR SEWER, PHASE 1 BOE One time 10/30/2005 Completed on 05/27/2005. 156

SA 49 S BOYLE AREA SWR REHAB BOE One time 12/8/2005 Completed on 08/10/2005. 120

SA 50 HOLLYWOOD AREA PRIM SWR REHAB BOE One time 12/30/2005 Completed on 03/02/2005. 303

SA 51 4TH SHATTO VERMONT SWR REHAB BOE One time 12/30/2005 Completed on 02/03/2006.




SA 55 Harbor Area CSRP U- 6 BOE One time 05/30/2006 Completed on 8/2/2005. 301

SA 56 NICHOLS CYN ESMT SWR REPLC BOE One time 05/31/2006 Completed on 12/27/2005. 159

SA 57 No later than 06/30/2006, the City shall submit a Capacity Report and Plan BOS (WESD) One time 06/30/2006 Completed on

6/30/2006. 3

SA 58 No later than 06/30/2006, the City shall submit a Rehabilitation and Replacement Report and Plan.


6/30/2006. 3

C-2





& Status


Date


SA 59 In FY 04/05 and FY 05/06, the City shall apply chemicals to a minimum of 150 miles of sewers annually to control the growth of roots.

BOS (WCSD) Annual FYs 04/05

and 05/06385 miles treated in

FY 08/09.

SA 60 EQ SWR RPR U300 BOE One time 07/15/2006 Completed on 11/15/2004. 606


SA 62 LAS PULGAS CANYON SWR REPLC BOE One time 07/30/2006 Completed on 10/05/2005. 298

SA 63 HOLLYWOOD AREA CSRP U- 2 BOE One time 07/30/2006 Completed on 09/09/2005. 324

SA 64 The City will complete the preparation of its Odor Master Plan within 2 years from the entry into this Settlement Agreement.


10/27/2006. 2




SA 68 No later than 09/30/2006, the City shall submit an evaluation of the effectiveness and applicability of its use of root control chemicals.


09/8/2006. 22

SA 69 AVE 45 ARROYO DR RLF SWR BOE One time

Original 10/6/2006 Revised

10/30/2010

97% complete


SA 71 Interim Scrubber at NEIS (Humboldt) BOE One time 10/30/2006 Completed on 12/10/2005. 324

SA 72 Interim Scrubber at NEIS (Richmond) BOE One time 10/30/2006 Completed on 12/10/2005. 324

SA 73 EAGLE ROCK INTER SWR BOE One time 10/30/2006 Completed on 05/19/2006.

CDO Extension to 5/30/06 approved

on 10/27/05. 164

SA 74 BAYWOOD BNDCT ESMT SWR BOE One time 10/31/2006 Completed on 06/29/2006. 124

SA 75 FLOWER WASHINGTON PICO SWR BOE One time

Original 10/31/2006

Revised 03/31/2007


SA 76 BUCKINGHAM DIVR SWR BOE One time 11/11/2006 Completed on 07/21/2006. 113





SA 81 SEPULVEDA VAL MEADOW RLF SWR BOE One time

Original 12/30/2006

Revised 06/30/2007


2

SA 82 WASHINGTON FLOWER GRAND SWR REPLC BOE One time

Original 12/30/2006

Revised 06/30/2007

2nd Revised 12/31/2007

Completed on 7/17/2007

SA 83 CENTRAL AREA CSRP U-5 BOE One time 12/30/2006 Completed on 12/6/2005. 389

SA 84 CENTRAL AREA CSRP U-3 & U-4 BOE One time 12/30/2006 Completed on 06/17/2006. 196

SA 85 12TH HILL SWR REHAB BOE One time 12/30/2006 Completed on 08/31/2006. 121

SA 86 NOS DIV HUMBOLDT AV 18 & SFR BOE One time

Original 12/31/2006

Revised 10/31/2007


SA 87 SLAUSON/VAN NESS/COS EXTERNAL BYPASS BOE One time 12/31/2006 Completed on 07/13/2006. 171

SA 88 SAN FERNANDO PSDNA SWR REHAB BOE One time 12/31/2006 Completed on 09/15/2006. 107

SA 89 EQ RPR SWRS U294 BOE One time 01/13/2007 Completed on 06/5/2005 577



C-3





& Status


Date



SA 93 Harbor Area CSRP U- 3 BOE One time 03/3/2007 Completed on 02/14/2006 534



SA 96 FLINT AVE G ST SWR REPLC BOE One time 03/24/2007 Completed on 06/13/2006 284



SA 99 HOOVER ST SWR REHAB BOE One time 05/2/2007 Completed on 04/6/2007 26

SA 100 LINCOLN 83RD SWR REPLC BOE One time 06/30/2007 Completed on 09/30/2006 273

SA 101 Harbor Area CSRP U- 5 & WILM U-20 BOE One time 06/30/2007 Completed on 09/13/2006 290

SA 102 ATF at ECIS (Mission & Jesse) BOE One time 05/23/2008 On hold pending ATF Evaluation Study.

SA 103 ATF at ECIS (23rd & San Pedro) BOE One time 05/23/2008 On hold pending ATF Evaluation Study.

SA 104 ATF at ECIS (Jefferson Siphon) BOE One time


On Schedule

SA 105 ATF at ECIS (NORS) BOE One time 05/23/2008 On hold pending ATF Evaluation Study.

SA 106 ATF at NCOS (Jefferson and Rodeo) BOE One time


On Schedule

SA 107 The City will develop written maintenance and operations manual for each of the ATFs. BOE One time 05/23/2008 On hold pending ATF

Evaluation Study

SA 108 The City will install an indicator light on the outside wall of each ATF BOE One time 05/23/2008 On hold pending ATF Review Study

SA 109 With the completion of each of the ATFs, the City will extend an invitation to the Odor Advisory Board to tour the facility.

BOS (WESD) One time 05/23/2008 On hold pending ATF

Review Study

SA 110 In FY 07/08 through FY 13/14, the City shall rehabilitate or replace 50 miles minimum. BOE Annual 06/30/2009

Completed.FY 07/08-101 milesFY 08/09-54 milesFY 09/10-55 miles

SA 111 ATF at NEIS (Humboldt) BOE One time 03/26/2009 On hold pending ATF Evaluation Study.

SA 112 ATF at NEIS (Richmond) BOE One time 03/26/2009 On hold pending ATF Evaluation Study.

SA 113 No later than 06/30/2009, the City shall have expanded its MOUSE model to include all Primary Sewers.

BOS (WESD) One time 06/30/2009 Completed 12/15/07.

SA 114 No later than 06/30/2009, the City shall complete and submit its Integrated Resources Plan (IRP)

BOS (WESD) One time 06/30/2009 Submitted on

06/22/2007. 739

SA 115 No later than 06/30/2009, the City shall complete all Primary Basin Plans. BOS (WESD) One time 06/30/2009 Completed on

6/30/2008.

SA 116Starting with the three year period including FY's 07/08 through 09/10, the City

shall rehabilitate or replace a minimum of 60 miles on a three-year average basis.

BOE Annual 06/30/2010 On schedule. See SA 110 above.

C-4





& Status


Date


SA 117 No later than 06/30/2014, the City shall complete Secondary Basin Plans for the 100 highest priority secondary basins.

BOS (WESD) One time 06/30/2014

On schedule. Completed 75 Basin Plans as of 6/30/10.

SA 118 The City shall submit Work Plan for the following SEP:North Atwater Creek Restoration Project WPD One time N/A Submitted on

12/19/2007.

Approved4/10/07

SA 119 The City shall submit Work Plan for the following SEP:

South Los Angeles Storm Water Treatment Project at 54th and Avalon St.

WPD One time N/A Submitted on 07/10/2008.

Approved 11/13/09

SA 120 The City shall submit Work Plan for the following SEP:Hazard Creek and Wetlands Restoration Project WPD One time N/A

Submitted on 8/18/2008. Replaced by SA 127 below per Modification #1 to the

CSSA.


Inner Cabrillo Beach Pollution Control and Water Circulation Enhancements

WPD One time N/A

Replaced by SA127 below per

Modification#1 to the CSSA.


Downtown Los Angeles Storm Drain Low-FlowDiversion Project

WPD One time N/A Submitted on 07/10/2008.

Approved 10/23/09

SA 123 The City shall complete the following SEP: North Atwater Creek Restoration Project BOE One time

Original12/30/09Revised 12/31/12

On schedule for 12/2011

SA 124 The City shall complete the following SEP:

South Los Angeles Storm Water Treatment Project at 54thand Avalon St.

BOE One time 06/30/2014 On schedule.

SA 125 The City shall complete the following SEP:Hazard Creek and Wetlands Restoration Project BOE One time 06/30/2014

Replaced by SA128 below per pending

Modification to CSSA.

SA 126 The City shall complete the following SEP:

Inner Cabrillo Beach Pollution Control and Water CirculationEnhancements

BOE One time 06/30/2014Replaced by SA128 below per pending

Modification to CSSA.

SA 127 The City shall submit Work Plan for the following SEP:Garvanza Park Water Quality Enhancement BMP Project One time N/A Completed

1/26/10Approved

2/22/10

SA 128 The City shall complete the following SEP:Garvanza Park Water Quality Enhancement BMP Project One time 06/30/2014 On schedule.

SA 129 The City shall complete the following SEP:Downtown Los Angeles Storm Drain Low-Flow Diversion Project BOE One time 06/30/2014 On schedule.

SA 130 ALVARADO CRANDALL RELIEF SEWER BOE One time


Completed 6/11/10

19

SA 131 BUCHANAN RELIEF SEWER BOE One time 5/31/2010 Completed

SA 132 FIGUEROA MERIDIAN YORK RELIIEF SEWER BOE One time 10/30/2012 In Bid & Award. On schedule.

SA 133 WASH OXFRD BEACH RLF SWR BOE One time

Original7/1/2010; Revised 3/2011

On schedule

SA 134 60TH STREET INTERCEPTOR SEWER, 8TH AVE TO VAN NESS BOE One time 12/31/2013 On Schedule

SA 135The City shall update the Odor Master Plan by September 30, 2009 and

annually thereafter by June 30th of every year until termination of the Settlement Agreement.

BOS (WESD) Annual 9/30/2009

Submitted 10/28/2009

6/30/10 (draft submitted)

SA 136 The City shall submit to Plaintiffs interim status reports on the ATF Evaluation Study by September 30, 2009, December 30, 2009, and March 30, 2010.

BOS (WESD) Quarterly

6/30/20109/30/2010

Per Modification

#2

Submitted reports for 9/30/2009, 12/30/2009,

3/30/2009 and 6/30/2010

SA 137 The City shall submit the Final ATF Evaluation Study Report by June 30, 2010. BOS (WESD) One time

6/30/2010; Revised 11/30/10

On schedule

SA 138

The City shall identify and map all known poorly performing trap maintenance holes in South Los Angeles no later than 14 days after entry of the

Modification to the CSSA and designate no less than 73 of these trap maintenance holes as high priority.

BOS (WESD) One time TBD Completed

12/15/2009

SA 139 The City shall replace all high priority South Los Angeles trap maintenance holes no later than June 30, 2011. (Phase I)

BOS (WESD) One time 6/30/2001 Phase I on schedule.

SA 140The City shall replace all identified and known poorly performing trap

maintenance holes in South Los Angeles no later than June 30, 2012. (Phase II)

BOE One time 6/30/2012 On schedule

C-5





& Status


Date


SA 141 The City shall replace no less than 300 poorly performing trap maintenance holes Citywide no later than June 30, 2013. (Phases III and IV) BOE One time 6/30/2013 On schedule

SA 142The City shall monitor all carbon scrubbers used to control sewer odors on a

weekly basis. This shall include monitoring influent and effluent hydrogen sulfide concentration.

BOS (WCSD) Weekly 6/30/2014 Ongoing

SA 143The City shall develop and submit to Government Plaintiffs for approval no later than December 31, 2009 a maintenance and repair program to ensure

proper treatment of air flow through all active carbon scrubbers.

BOS (WCSD) One time 12/31/2009 Completed

SA 144

If feasible, the City shall develop anexpedited schedule for design and construction of an improved sewer gas conveyance as part of a pre-design report which shall be submitted to the

Government Plaintiffs for approval no later than July 1, 2010.

BOS (WESD) One time

7/1/2010Revised120 days after the

submission of the Final ATF

Study

Pending approval of the CSSA Modification

#2.

SA 145 The City shall hire the Independent Odor Control Expert no later than 180 daysafter entry of the Modification to the CSSA.

BOS (WESD) One time TBD Completed

4/2/2010

SA 146

The City shall use its best efforts to require that the Independent Odor Control Expert and the Community Liaison submit the initial annual work plans to the

City no later than 30 days after entry of the CSSA Modification or, for the Independent Odor Control Expert, 30 days after the hiring of the Independent Odor Control Expert, whichever is later. In subsequent years, the work plans

shall be submitted to the City by May 30th of each year.

BOS (WESD) Annual TBD Completed

3/26/10

SANo later than 30 days after entry of the Modification to the CSSA, the City shalldevelop an overall scope of work for the Independent Odor Control Expert and

provide it to Plaintiffs for review and comment.

BOS (WESD) One time 12/12/2009 Completed

2/3/10

BOS (WESD) One time5/31/10

Revised date 10/4/2010

On schedule

SA

Conduct a public workshop on the results of the ATF Review Study

C-6


ATTACHMENT D SUPPLEMENTAL ENVIRONMENTAL PROJECTS




vi


We make

LA a better

place!

D

E

PA R T M E N

T

O

F

- R

EC

RE

AT I O N A N D

PA

RK

S

MAINTENANCE ACCESS / IN-CHANNEL ADVENTURE TRAIL

EXISTING STREAM CHANNEL

WET STREAM CROSSING

NATIVE / RIPARIAN PLANTING

TRAIL ACCESS TO CREEK

TOP OF STREAM BANK

RE-ALIGNED STREAMBED

TRASH COLLECTION DEVICE

EXISTING STORM DRAIN INFLOW

GRAVEL BIOSWALE

RECONFIGURED REC. & PARKS PARKING LOT (OPEN TO PUBLIC ON EVENINGS AND WEEKENDS

ACCESS PATH TO STREAM AREA &

RIVER BANK

OUTDOOR CLASSROOM GATHERING SPACE AND SEATWALL

LAWN AREA

SAND AREA

RIVER ACCESS TO OUTDOOR CLASSROOM

OUTDOOR CLASSROOM

SEATWALL, TYP.

INTERPRETIVE SIGNAGE

PERMEABLE PAVING

TRASH RECEPTACLE, TYP.

RAISED PICNIC AREA

NATIVE PLANTING, TYP.

MULCH AREA, TYP.

DECOMPOSED GRANITE SURFACING, TYP.

3’ DIA. TUNNEL, CHILDREN’S ACCESS FROM MAIN PARK INTO

OUTDOOR CLASSROOMRE-ALIGNED RIVER

MAINTENANCE ROAD WITH NATURAL PAVING SURFACE

RIVER-SIDE NATIVE PLANTING AREAS, TYP.

BERMED AREA WITH TOP OPENING TO TUNNEL

GRAVEL AREA

NATIVE DEMONSTRATION GARDEN WITH PLANT IDENTIFICATION LABELS

LOS ANGELES RIVER

PRIVATE DEVELOPMENT

NORTH ATWATER PARK

TO FUTURE LOS ANGELES RIVER PROJECTS

CH

EVY

CH

ASE

DRI

VE

LA COUNTY MAINTENANCE EASEMENT

TO LOS ANGELES RIVER WALK

NORTH ATWATER CREEK RESTORATION AND PARK EXPANSIONCONCEPTUAL PLAN

MAY 19, 2009

N O R T H

SCALE: 1" = 30'


40


11


40



ATTACHMENT E FOG RESIDENTIAL OUTREACH MATERIALS




1

Sim

ply

pour

Fats, O

ils o

r G

rease

into t

he b

ag.

When b

ag is f

ull

,seal

and p

ut in t

rash.

Fats, O

ils, and G

rease (FO

G)make t

heir

way into

the C

ity s

ew

ers a

nd d

rain

s w

hen y

ou d

ispose o

f o

il,

butter, dair

y a

nd o

ther p

roducts u

sed in e

veryday

cookin

g.

Never

po

ur

fats

, o

ils,

an

d g

rease

do

wn

th

e d

rain

.

Beach

clo

sure

s are

du

e t

o s

ew

ag

e s

pil

ls i

nto

sto

rm

dra

ins

that,

in

tu

rn,

em

pty

dir

ect

ly i

nto

th

e o

cean

.

After c

ookin

g p

lease f

ollow t

hese s

teps:

1.

Pour

exce

ss g

reas

e or

cooki

ng o

il in

to b

ag.

2.

Rem

ove

rem

ain

ing g

rease

or

cooki

ng o

il fr

om

pans

with a

pap

er t

ow

el b

efore

was

hin

g.

3.

Put

food s

crap

s in

the

trash

and m

inim

ize

garb

age

gri

nder

use

. Thank y

ou f

or k

eepin

g o

ur s

ewers c

lean…

and m

akin

g o

ur b

eaches a

safe p

lace t

o p

lay!

4/06

What is F

OG

?

(Fats, O

ils a

nd G

rease)

City

of L

os A

ngele

s

Depa

rtmen

t of P

ublic

Wor

ks

Bure

au o

fSan

itatio

n

As a

cove

red e

ntity

unde

r Title

II of

the A

meric

ans w

ith D

isabil

ities A

ct, th

e City

of Lo

s Ang

eles d

oes n

ot dis

crimi

nate

on th

e bas

is of

disab

ility a

nd, u

pon r

eque

st, w

ill pr

ovide

reas

onab

le ac

comm

odati

on to

ensu

re eq

ual a

cces

s to i

ts pr

ogra

ms, s

ervic

es an

d acti

vities

.

(Th

is p

age

was

in

ten

tio

nal

ly l

eft

bla

nk

.)

WHAT IS FOG?Clogged drains and sewer backups are often caused by Fats, Oils and Grease (FOG) that maketheir way into the sinks from items like cooking oil, butter, margarine, lard and other productsused in everyday cooking.

¿QUE ES FOG?Los desagües tapados y las acumulaciones de aguas residuales en los drenajes son ocasionadascon frecuencia por la Grasa, el Aceite y la Manteca (FOG, por sus siglas en inglés), que resultandel uso de aceite para cocinar, mantequilla, margarina, manteca de cerdo y otros productos quese usan diariamente al cocinar, y que se van por el fregadero.

´

FOG AFFECTS YOU!FOG can block pipes and result in:• Raw sewage overflowing in your home or your neighbor's home.• An expensive clean-up and plumbing repair bill that must be paid by you, the homeowner.• Raw sewage overflowing into our parks, yards and streets.• Beach closures due to raw sewage spilling into storm drains that, in turn, empty straight

into the ocean.• Potential contact with disease-causing organisms and health risks for swimmers and wildlife.

¡FOG LE AFECTA A USTED!FOG puede tapar las tuberías y puede ocasionar:• Desbordamientos de aguas negras en su hogar o en el de su vecino.• Altas cuentas de limpieza y reparación de la plomería que usted, como propietario de la casa, tendrá que pagar.• Desbordamientos de aguas negras en nuestros parques, patios y calles.• Cierre de playas debido a que las aguas negras se derraman yéndose al drenaje de agua pluvial y se vacían

directamente en el océano. • Contacto potencial con organismos que causan enfermedades y riesgos para la salud de los nadadores, así como para

la flora y la fauna.

Keep your drains FOG-free!• Never pour grease down the drains.• Cool down grease and collect it in a container (such as a coffee can). Dispose of it in

your trash.Wipe dishes before washing!• Scrape leftovers from pots, plates and utensils into the trash.• Dry-wipe pots and pans with a paper towel before doing the dishes.

Minimize use of garbage grinders!• Grease from food scraps shredded in the grinders goes down the drain.• Throw food scraps in the trash, install sink strainer and use the garbage grinders as little as possible.

WHAT TO DO:

¡Mantenga sus desagües sin FOG!• Nunca vacíe la grasa en los desagües.• Enfríe la grasa y júntela en un recipiente (como un bote de

café). Tírela a la basura.¡Limpie los platos con un papel antes de lavarlos!• Remueva las sobras de las cacerolas, platos y utensilios y tíre-

las a la basura.• Seque las ollas y cacerolas con una toalla de papel antes de lavarlas.

LO QUE DEBE HACER:

FOG FreeYour DrainsMantenga Sus

Desagües Librede FOG!

City of Los Angeles • Department of Public Works • Bureau of Sanitation

Ciudad de Los Angeles • Departamento de Obras Públicas • Agencia de Sanidad

INDICIACity of Los AngelesDepartment of Public WorksBureau of SanitationFats, Oil and Grease Control Program2714 Media Center DriveLos Angeles, CA 90065

Don't let spills happen to your community.• Teach your friends and neighbors how to protect drains from FOGging and clogging and together you

can benefit from cleaner pipes, streets and beaches.• Please let us know of any spills or problems with the sewer system. Report problems by calling the

City Hotline: 311.• If you need more information or have FOG related questions, please call us at: 323/342-6200.

SPREAD THE WORD ON FOG!

No permita que derrames ocurren en su comunidad.• Enséñeles a sus amigos y a sus vecinos cómo proteger los drenajes para evitar que se tapen con el FOG, para que

juntos se podrán beneficiar al tener tuberías, calles y playas más limpias.• Por favor, infórmenos sobre cualquier derrame o problema que tenga el sistema de drenaje. Reporte cualquier problema

llamando a la Línea Telefónica Abierta de la Ciudad al 311.• Si usted necesita más información o tiene alguna pregunta relacionada con FOG, por favor llámenos al 323/342-6200.

¡CORRA LA VOZ SOBRE FOG!

¡Reduzca el uso de trituradores de basura!• La grasa de las sobras de comida que se desbarata en los trituradores se va por el desagüe. • Tire las sobras a la basura, instale un colador para el fregadero y use los trituradores de basura lo menos posible.

LO QUE DEBE HACER continúa

Mantenga sus desagües sin FOG. La grasa de su cacerola manda las aguas residuales a su calle y cierra su playa.

Keep Your Drains FOG-Free. Grease from your pan sends sewage down your street and closes your beach.As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and upon request, will provide reasonable accommodation to ensure equal access to its programs, servicesand activities. Produced by the Public Affairs Office•Printed on recycled paper

La Ciudad de Los Angeles, en su calidad de entidad cubierta por el Titulo II de la Ley de Protección de Estadounidenses con Discapacidadas (Americans with Disabilities Act), no discrimina en base a discapacidades y, a solicitud, proporcionará arreglosrazonables para garantizar igual acceso a sus programas, servicios y actividades. Producido por la Oficina de Asuntos Públicos • Impreso en papel reciclado


vi



ATTACHMENT F

PRIVATE LATERAL SEWERS ROOT CONTROL PAMPHLET



As a covered entity under Title II of the Americans with Disabilities Act, theCity of Los Angeles does not discriminate on the basis of disability and, uponrequest will provide reasonable accommodation to ensure equal access to itsprograms, services and activities. Printed on recycled paper 6/08

Produced by the

City of Los AngelesDepartment of Public Works

Public Affairs Office

Cit

yo

fLo

sA

ng

eles

Dep

artm

ent

of

Pub

licW

ork

sB

ure

auo

fSa

nit

atio

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aste

wat

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gine

erin

gSe

rvic

esD

ivis

ion

Late

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tN

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fica

tio

nPr

og

ram

2714

Med

iaC

ente

rD

rive

Los

An

gel

es,C

A90

065

For more information, contact:

City Of Los AngelesDepartment of Public Works

Bureau of Sanitation

Wastewater Engineering Services Division

Lateral Root Notification Program

2714 Media Center Drive

Los Angeles, CA 90065

(323) 342-1566

can be done

in yoursewer

what

to fix and

prevent

Bureau of SanitationDepartment of Public Works

City of Los Angeles

PRES

OR

TED

STA

ND

AR

DU

.S. P

OST

AG

E PA

IDLO

S A

NG

ELES

, CA

PER

MIT

NO

.12

932

This brochure and related informationare available in Spanish upon request.

Please call: (323) 342-6248

Información y folleto sobre Raíces en suAlcantarilla estan disponibles en Español.

Por favor llame al: (323) 342-6248

Email: [email protected]

Or visit the Lateral Root Notification (LRN)Program web site at:

www.lasewers.org/sewers/roots

Other useful contact information:

Sewer Customer Service: (323) 342-6006

Sewer Odor Hotline: (866) 44-SEWER

Any Service: One Call to City Hall: 3-1-1

Why is it important to maintain laterals?This brochure was delivered to your property

because your property is located within a root hotspot. Private laterals in these areas are moresusceptible to root intrusion if they are over 10years old. Roots can damage laterals and causethem to collapse over time. It is important thathomeowners properly maintain laterals to increasetheir useful life and avoid premature and costlyreplacement or repair. Maintaining laterals willalso help minimize sewer overflow in streets andprevent sewage from backing up into buildings.

Tree roots in laterals can damage pipesand cause blockages. Roots can enter a pipethrough cracks or loose joints. It is estimatedthat more than half of tree roots in the City’ssewer system entered the system throughdefective private laterals.

The City maintains its sewers by: (1) routinelyclearing sewers of roots using mechanicalmethods and chemical treatment; (2)systematically inspecting street sewers usingClosed Circuit Television technology to identifystructural defects; and (3) planning andimplementing capital improvement projects torepair, rehabilitate or replace structurallydeficient sewers.

It is important that property owners inspect,maintain, repair and/or replace private lateralsto reduce sewer overflow and protect lateralsfrom further damage.

What Causes Roots to Grow in Pipes?Since roots are attracted to water vapor that

escapes through cracks or loose joints in sewerpipes, they will grow towards and penetratethrough cracks, loose joints or any openings insewer pipes. This happens even in winter when treesappear to be dormant.

Once inside, roots continue to grow and fill thepipe to create a root mass that can become mattedwith grease, paper and other solid matter. This iswhat eventually causes a clogged sewer.

As roots continue to grow within a pipe, theybegin to expand and exert pressure at their point ofentry. This can result in a pipe rupture. A rupturedsewer pipe can be costly to fix or replace.

Signs that indicate a sewer is blocked includeslow flowing drains, gurgling sounds from a toiletbowl, and wet areas around washing machine floordrains. A pipe that is not cleared will becomecompletely blocked and may rupture.

Pipes Resistant to Root Penetrationand Damage

Certain pipe material is more resistant to rootintrusion than others. For example, Schedule 40ABS and PVC pipes have tightly fitted joints thatresist root intrusion.

Consider lateral pipes when planting ormaintaining trees

It is a good idea for homeowners to knowhow their lateral pipes run across their propertyand connect to the street sewer. It is never agood idea to plant trees on top of, or adjacentto, a lateral. Certain tree species are more likelyto grow extended roots and potentially damagepipes. Homeowners should consider the locationof their lateral and consult a nursery or aprofessional arborist before planting any trees.

How to Prevent Tree Root ProblemsThe most common method to remove roots

from sewer pipes is to use augers and sawsaugmented with commercial herbicides to killroots and inhibit re-growth. Do not use productsthat contain copper sulfate and sodium hydroxideas they do not prevent re-growth and areharmful to oceans and other receiving waters.

A longer-term solution to prevent root growthin sewer pipes is to pump a mixture of water, anherbicide, and a foaming agent through thepipes. This mixture can be applied to pipes withsevere root intrusion and is usually performed bya licensed plumber or contractor.

Homeowners should consult a plumber orsewer contractor before deciding which remedyto use. Companies that perform CCTV pipeinspection and root control can be found in theYellow Pages under the heading “Sewer” or“Plumbing”. A list of bonded sewer contractorsapproved to work in the public right-of-way canbe found at http://eng.lacity.org/spermits/common/dsp_contractors_list.cfm. It is always agood idea to get two or three quotes for anysubstantial work and to hire a licensed plumberor contractor.

The City of Los Angeles operates and maintains

the largest wastewater collection system in the

United States. This includes more than 6,600 miles

of public sewers over a 600-square mile service

area serving a residential population of some

four million. There are also roughly 11,000 miles

of private laterals throughout the City.

Laterals are sewer pipes that carry wastewaterfrom homes to the public sewer in the street.Property owners own and are responsible forthe proper operation and maintenance of theirlaterals that run from their property to the sewerin the street.

Photo shows tree roots that grew into a sanitary sewerline, caused a blockage and broke the pipe.

En relación con el Artículo II del Acto de Americanos con Incapacidades, la Ciudad de LosAngeles no discrimina en base de incapacidad física, y si usted lo pide, la Ciudadproveerá en un nivel razonable, igual acceso a sus programas, servicios y actividades.Imprimido en papel reciclable 6/08

Producido por la

Ciudad de Los AngelesDepartamento de Obras Públicas

Oficina de Asuntos Públicos

Cit

yo

fLo

sA

ng

eles

Dep

artm

ent

of

Pub

licW

ork

sB

ure

auo

fSa

nit

atio

nW

aste

wat

erEn

gine

erin

gSe

rvic

esD

ivis

ion

Late

ralR

oo

tN

oti

fica

tio

nPr

og

ram

2714

Med

iaC

ente

rD

rive

Los

An

gel

es,C

A90

065

Para mayor información,comuníquese con:

Ciudad de Los AngelesDepartamento de Obras Públicas

Agencia de Saneamiento

División de Servicios de Ingenieríapara Aguas Residuales

Notificación de Raíces Laterales

2714 Media Center Drive


(323) 342-1566

lo que se puede

en sudrenaje

remediary prevenir

Agencia de SaneamientoDepartamento de Obras Públicas

Ciudad de Los Angeles

PRES

OR

TED

STA

ND

AR

DU

.S. P

OST

AG

E PA

IDLO

S A

NG

ELES

, CA

PER

MIT

NO

.12

932

This brochure and related informationare available in English upon request.

Please call: (323) 342-6248

Información y folleto sobre Raíces en su Drenajeestán disponibles en inglés.

Por favor llame al: (323) 342-6248

Correo Electrónico: [email protected]

O visite el sitio en la red del programa deNotificación de Raíces Laterales (LRN):

www.lasewers.org/sewers/roots

Otros números útiles:Servicio al Cliente de Drenaje: (323) 342-6006

Línea Directa para Malos Oloresde Drenaje: (866) 44-SEWER

Cualquier Servicio, Una Llamadaal Ayuntamiento: 3-1-1

hacer para

¿Por Qué es Importante MantenerSus Laterales?

Este folleto fue entregado a su propiedad porquesu propiedad está ubicada dentro de un sitioidentificado como una zona de raíces. Esto significaque su lateral privado es más propensa a intrusión deraíces si tiene más de 10 años. Raíces pueden dañar sulateral y causar que se derrumbe al pasar el tiempo.Es importante que mantenga adecuadamente sulateral para aumentar su vida útil y evitar reemplazoso reparos prematuros y costosos. Mantenimiento dedrenajes laterales también ayuda a minimizardesbordamientos en las calles y en edificios.

Raíces de árboles en su lateral pueden obstruir ydañarlo. Raíces pueden entrar a la tubería por grietaso junturas débiles. Se calcula que más de la mitad deraíces de árboles en el sistema de drenaje de la Ciudadentran por medio de laterales privados defectivos.

La Ciudad mantiene los drenajes:(1) Rutinariamente removiendo raíces usandométodos mecánicos y aplicando tratamientoquímico; (2) sistemáticamente inspeccionandodrenajes en la calle usando tecnología de Televisiónde Circuito Cerrado (CCTV, por sus siglas en inglés)para identificar defectos estructurales; y(3) planeando e implementando proyectos de mejorade capital para reparar, rehabilitar o reemplazardrenajes estructuralmente deficientes.

Es importante que propietarios inspeccionen,mantengan, reparen, y/o reemplacen lateralesprivados para ayudar a reducir desbordamientos dedrenaje y proteger sus laterales de más daño.

¿Qué Causa Que Raíces Crezcan enla Tubería?

Raíces son atraídas a los vapores de agua que seescapan por las grietas o junturas débiles en los drenajes;por eso, las raíces se moverán hacia la tubería ypenetrarán por medio de las grietas, junturas débiles ocualquier otra abertura en las tuberías de drenaje. Estoocurre aun en el invierno cuando los árboles parecenestar latentes.

Al estar dentro, las raíces continuarán a crecer y llenarla tubería para crear un material que puede enmarañarsecon grasa, papel y otros sólidos. Esto es lo queeventualmente causa un drenaje obstruido.

Mientras las raíces continúan a crecer dentro de latubería, empiezan a expandir y exigir presión en supunto de entrada. Esto puede resultar en unaquebradura de tubería. Un drenaje roto puede sercostoso para remediar o reemplazar.

Señales que un drenaje está obstruido incluyendesagües que fluyen lentamente, sonidos de gorgoteo deun inodoro y áreas mojadas alrededor de los desagüesdel piso de lavadoras. Una tubería que no está libre seobstruirá por completo y puede romperse.

Tubería Susceptible a Daño de RaícesCiertos materiales de tubería son más vulnerables

a intrusión de raíces que otros. Tuberías de arcillavitrificada, por ejemplo, son más susceptibles apenetración de raíces y daño a comparación contubería Schedule 40 ABS y PVC DWV cuales tienenmenos junturas que son más fuertes.

¿Que Considerar al Plantar yMantener Árboles?

Como propietario, necesita saber donde estálocalizado su lateral y donde corre de su propiedadhacia el drenaje en la calle para que pueda evitar alplantar árboles que pueden crecer dentro o dañar sulateral. Nunca es buena idea plantar árboles encima de,o cerca de, su lateral o el lateral de su vecino. Hayciertas especies de árboles que son más probables decrecer raíces largas y posiblemente dañar su tubería.Investigue esto al seleccionar un árbol para plantar ensu propiedad y considere seriamente donde plantará suárbol en relación a su lateral. Tal vez desee consultarun vivero o arbolista antes de plantar su árbol.

¿Qué Se Puede Hacer Para RemoverRaíces de Árboles en Tubería de Drenaje?

El método más común para remover raíces detubería de drenaje es usar barrenas y serruchosaumentados con herbicidas comerciales que eliminanlas raíces y previenen el reaparecimiento. No useproductos que contienen sulfato de cobre ni hidróxidosódico; estos no previenen el crecimiento nuevo y sondañinos a nuestros mares y otras aguas recipientes.

Una solución de largo plazo para prevenir elcrecimiento de raíces en drenajes sanitarios esbombear una mezcla de agua, herbicida y un agentede espuma por la tubería. Esta mezcla es aplicada atuberías con intrusión de raíces severa y usualmente esejecutado por un plomero licenciado o un contratista.

Consulte un plomero o contratista de drenajeantes de decidir cual remedio usar. Consulte lasPáginas Amarrillas bajo las secciones de “Sewer”o “Plumbing” para información acerca decompañías que hacen inspecciones con CCTV ycontrol de raíces. Una lista de contratistas de drenajeautorizados para trabajar en el derecho de pasopúblico se puede encontrar en: http://eng.lacity.org/spermits/common/dsp_contractors_list.cfm. Siemprees buena idea conseguir dos o tres presupuestos paracualquier obra considerable y contratar un plomero ocontratista licenciado.

La Ciudad de Los Angeles opera y mantiene

el sistema de recolección de aguas residuales más

grande de los EE.UU. Esto incluye más de 6,600

millas de drenaje público que dan servicio a una

población residencial de aproximadamente cuatro

millones de personas en un área de servicio de 600

millas cuadradas. También, hay aproximadamente

11,000 millas de drenajes laterales privados por toda

la Ciudad.

Laterales son tuberías pequeñas de drenaje quetransportan aguas residuales de su casa al drenajepúblico en su calle. Propietarios son responsables porla operación y mantenimiento adecuado de lateralesque corren desde su casa hasta el drenaje en la calle.

Foto demuestra raíces de árboles que crecieron dentro de undrenaje sanitario, lo obstruyeron y lo quebraron.


ATTACHMENT G

ODOR HOTLINE OUTREACH PAMPHLET



Report SewerOdors

Reporte losmalos

olores deldrenaje

LAsewersCITY OF LOS ANGELESDepartment of Public Works � Bureau of Sanitation2714 Media Center DriveLos Angeles, CA 90065

OR 1-866-44SEWER(1-866-447-3937)

ReportSewerOdorsWe hope you never need to make this call,but to report a sewer odor to the City of LosAngeles, call the Citywide toll freenumber 311 or 1-866-44SEWER(1-886-447-3937).

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detected odorA crew is then dispatched to investigate theodor complaint and necessary action will betaken. If you want the results of theinvestigation, please indicate that in yourrequest, and you will receive a call back by arepresentative of the Bureau of Sanitation.

As a covered entity under Title II of the Americans with Disabilities Act, the City of LosAngeles does not discriminate on the basis of disability and upon request, will providereasonable accommodations to ensure equal access to its programs, services andactivities.

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Reporte losmalos oloresdel drenajeEsperamos que nunca tenga que hacer estallamada, pero si necesita reportar malos olores del

drenaje llame desde cualquier lugar de laCiudad de Los Angeles a la línea telefónica

gratuita 311 ó al 1-866-44SEWER (1866-447-3937).

Después de seleccionar el idioma de supreferencia, se le conectará con unoperador, el cual ingresará lainformación de la queja de los malos

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Por favor tenga lista la siguiente información:

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mal olorSe enviará a un equipo que investigará la queja delos malos olores y se tomarán las medidasnecesarias. Si desea obtener los resultados de lainvestigación, por favor indíquelo en su petición yusted recibirá una llamada de un representante dela Oficina de Salubridad.

Como una entidad cubierta bajo el Título II de la Ley de Americanos con Discapacidades, la Ciudadde Los Angeles no discrimina en base a ninguna discapacidad física y en el momento en el que sele solicite proporcionará, dentro de lo posible, los arreglos necesarios para asegurar un igual accesoa sus programas, servicios y actividades.

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