Collection System Settlement Agreement ...to protect public health and the environment
Fifth
Annual Report
Fiscal Year 2008/09
Bureaus of Sanitation Engineering Contract Administration
City of Los Angeles
•
Department of Public Works
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. 5 FOR PERIOD ENDING ON JUNE 30, 2009
August 31, 2009
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
(This page was intentionally left blank.)
ii
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
(This page was intentionally left blank.)
iv
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
TABLE OF CONTENTS EXECUTIVE SUMMARY .......................................................................................................... 1 INTRODUCTION....................................................................................................................... 1 Purpose ................................................................................................................................. 1 Background ........................................................................................................................... 1 An Overview of the Annual Report ........................................................................................ 2 ANNUAL REPORT ................................................................................................................... 7 A. B. C. D. E. F. G. H. I. J. K. L. M. N. O. P. Q. R.
Designated Rehabilitation and Replacement Projects .................................................. 7 Rehabilitation and Replacement – Mileage Requirements ......................................... 10 Sewer Relief Projects .................................................................................................. 11 Capacity Exceptions List ............................................................................................. 15 Wastewater Capital Improvements ............................................................................. 27 Sewer Cleaning ........................................................................................................... 27 Sewer Line Television Assessment – Mileage ............................................................ 30 Sewer Line Television Assessment – Condition Ratings ............................................ 32 Fats, Oils, and Grease (FOG) Control Program.......................................................... 33 Primary and Secondary Basin Plans........................................................................... 36 MOUSE Model ............................................................................................................ 43 Chemical Root Control ................................................................................................ 43 Significant Program Implementation ........................................................................... 44 Proposal for Material Changes to the Settlement Agreement ..................................... 46 Odor Outreach Plan .................................................................................................... 47 Odor Control Facilities Construction Progress ............................................................ 48 Independent Review of the Sewer Odor Control Program .......................................... 53 Annual Supplemental Environmental Projects (SEPs) Status Report......................... 53
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...........................................................................................4 Figure 1: Sewer Cleaning Progress ............................................................................................29 Figure 2: Sewer Line Television Assessment Progress..............................................................31 Figure 3: Condition Assessment Results ....................................................................................32 Figure 4: FOG-Related SSO Reduction by FY as a Percentage of the Baseline Year 2000/01 SSOs ..........................................................................................................................36 Figure 5: Primary Basin Plans.....................................................................................................39 Figure 6: Secondary Basin Plans................................................................................................41 Figure 7: Root Control Progress .................................................................................................43 Figure 8: Root-Caused SSO Reduction by FY as a Percentage of Baseline FY 2002/03 ..........44
v
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
TABLES Table 1: Status of Designated Rehabilitation and Replacement Projects................................. 7 Table 2: Status of Sewer Relief Projects................................................................................ 13 Table 3: Capacity Report and Plan Additional Sewer Relief Projects ..................................... 15 Table 4: Gauging locations with Peak Dry Weather Flow d/D Greater than 75% ................... 17 Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% .......................................................................................................... 18 Table 6: Gauging Locations with Reduced d/D (Previously Reported d/D Between 0.50 and 0.75) ....................................................................................................................... 23 Table 7: Sewer Cleaning Data ................................................................................................ 28 Table 8: Television Assessment Overview ............................................................................. 30 Table 9: Condition Assessment Results ................................................................................. 32 Table 10: Summary of FOG Control Program for FY 2008/09................................................ 34 Table 11: Detail Summary of WCSD Referral Investigations................................................. 35 Table 12:Completed Secondary Basin Plans.......................................................................... 37 Table 13: Construction Status of Odor Control Facilities ........................................................ 51 Table 14: Status of Interim Odor Scrubbers............................................................................ 52 Table 15: Summary of Progress on SEPs .............................................................................. 55 ATTACHMENTS A: B: C: D: E: F: G:
Sewer Rehabilitation and Replacement Report Wastewater Capital Improvement Program Summary Summary Status of CSSA Deliverables Supplemental Environmental Projects Site Plans FOG Residential Outreach Materials Residential Root Control Educational Brochure Odor Hotline Outreach Flyer
vi
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
ACRONYMS AND ABBREVIATIONS Acronym or Abbreviation ATF Baykeeper CCTV CDO City COS CSSA d/D ECA ECIS EIR ERIS ERP/ERG FOG FSE FY GBIS In. IRP LADWP LARWQCB MH MOUSE NCOS NEIS NORS NOS PDWF POLA RAP SEP USEPA WLAIS
Definition Air Treatment Facility Santa Monica Baykeeper Closed-Circuit Television Cease and Desist Order City of Los Angeles Coastal Interceptor Sewer Collection System Settlement Agreement The ratio between the depth of flow (d) in a sewer pipe and the diameter (D) of the pipe Engineering Contractors Association East Central Interceptor Sewer Environmental Impact Report Eagle Rock Interceptor Sewer Enforcement Response Plan/Enforcement Response Guide Fats, Oils, and Grease Food Service Establishment City of Los Angeles’ Fiscal Year (July 1 through June 30) Glendale-Burbank Interceptor Sewer Inches Integrated Resources Plan Los Angeles Department of Water and Power Los Angeles Regional Water Quality Control Board Maintenance Hole Model of Urban Sewer Evaluation North Central Outfall Sewer Northeast Interceptor Sewer North Outfall Relief Sewer North Outfall Sewer Peak Dry Weather Flow Port of Los Angeles Los Angeles Department of Recreation and Parks Supplemental Environmental Project The United States Environmental Protection Agency, Region 9 West Los Angeles Interceptor Sewer
vii
Collection System Settlement Agreement (CSSA) Annual Progress Report No. 5 For the Reporting Period Ending on June 30, 2009
(This page left intentionally blank.)
viii
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 EXECUTIVE SUMMARY The City of Los Angeles is pleased to present Annual Report No. 5 on the status of compliance with the Collection System Settlement Agreement and Final Order (CSSA). This report was prepared and submitted for Year Five of the CSSA ending June 30, 2009, pursuant to Section VI-G (Paragraphs 70 through 72) and Paragraphs 36, 53, 57, and 94 of the CSSA. This report is also available on the Bureau of Sanitation’s website at www.lasewers.org/cssa/PDFs/AR5.pdf. The provisions of the CSSA are designed to protect neighborhoods and improve water quality throughout Los Angeles primarily through controlling sanitary sewer overflows (SSOs) by implementing a comprehensive management program including sewer cleaning, upgrades, and repairs. This report demonstrates the City’s continued commitment to the CSSA objectives and diligent efforts which have resulted in the City’s compliance with and surpassing the requirements of the CSSA with excellent results. The City’s Settlement Agreement Committee (SAC), consisting of representatives from various Bureaus of the Department of Public Works and the City Attorney’s Office, continues to oversee the progress of the CSSA program. The SAC meets quarterly to review and coordinate compliance activities and makes regularly scheduled progress reports to the Board of Public Works and the City Council. 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. Most importantly, the City’s aggressive program resulted in outstanding reduction in sanitary sewer overflows (SSOs). In Year Five (FY 2008/09), the total number of SSOs decreased to 159, a 77 percent reduction from SSOs in the baseline FY 2000/01. The Year Five SSOs average is an all-time low of 2.4 SSOs per 100 miles of sewer. The following is a brief summary of the accomplishments in Year Five (FY 2008/09):
SSO Control and Mitigation As shown in Figure ES-1, overall SSOs were approximately 77 percent less than those 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 72 percent. SSOs caused by fats, oils, and grease (FOG) have been reduced by 92 percent since the inception of the FOG Control Program in FY 2000/01.
ES-1
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure ES-1: Overall SSO Reduction by Fiscal Year as a Percentage of the Baseline Year SSOs
1,000 900 800
# of SSOs
700
687 647
613
600 500
444 369
400 6% Reduction
300
11% Reduction
35% Reduction
200
207 46% Reduction
100
70% Reduction
220 68% Reduction
200 71% Reduction
159
77% Reduction
0 2000-01 Baseline Year
2001-02
2002-03
2003-04
2004-05
2005-06
2006-07
2007-08
2008-09
Fiscal Year
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 odor control and response measures are in place including: • On-going air pressure and odor monitoring; air flow studies; sewer construction and repair; • Sewer cleaning and maintenance; • Sealing of sewer maintenance holes; • Trap maintenance holes inspection, cleaning, repair, and replacement; • Chemical treatment; • Air treatment using carbon scrubbers; and • Odor complaint investigation and response through the sewer odor hotline and other means of receiving and responding to complaints. Odor control activities are routinely reported to the Community Odor Advisory Board. On August 14, 2009, the City issued the FY 2008/09 Sewer Odor Hotline Program and Odor Control Measures Summary Annual Reports to the Odor Advisory Board and the parties to the CSSA. A total of 747 odor complaints were received and responded to in FY 2008/09, of which 257 were sewer related. The increase in sewer odor complaints was mainly attributed ES-2
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 to the increased sewer construction activities. It should be noted that the total sewer related odor complaints in the last quarter of the Fiscal Year was reduced to 38. The reduction in complaints is most likely due to the fact that many of the newly designed trap maintenance holes had been installed by the last quarter. The City had planned replacement of trap maintenance holes as an additional odor control measure. Additional trap maintenance holes will be replaced as one of the elements of the Modification to the CSSA, which is awaiting approval from the Court. The City will also update the Odor Master Plan annually per the proposed Modification to the CSSA. These updates will help identify and address sources of odor and odor complaints and measure the Plan’s effectiveness. Annual updates will include the results of new investigations and odor control efforts such as installation of trap maintenance holes and NORS/NCOS air line connection air flow measurement and pressure monitoring; identification of new odor hot spots; changes in odor control activities; and completed odor control projects and results. Additionally, the City is in the process of conducting an Air Treatment Facilities (ATF) Evaluation Study as part of said Modification to the CSSA. The Study began in October 2008 and is scheduled for completion by June 30, 2010. It 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 including a review and validation of the assumptions made when originally developing these projects. Odor control issues remain a high priority for the City and will be assigned necessary resources in order to improve odor conditions.
ES-3
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure ES-2: Sewer Odor Complaints
300
257 250
Number of Complaints
213 200
185
150 131
127 112
100
50
0 2003-04
2004-05
2005-06
2006-07
2007-08
2008-09
Fiscal Year Sewer Odor Complaints
Fats, Oils, and Grease (FOG) Control Program A total of 8,974 permitted Food Service Establishments (FSEs) were identified at the beginning of FY 2008/09. 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 12,693 inspections, required the installation of 282 grease interceptors, issued 901 NOVs and 1,077 conditional waivers, and processed 977 enforcement cases. Tables 10 and 11 summarize the Year Five FOG Control Program activities.
Root Control Program 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 roots re-growth and intrusion into sewers in root hot spot areas. In FY 2008/09, the City applied chemical treatment to 385 miles of root-infested sewers.
ES-4
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 The City continues its private sewer laterals root control community outreach and education program in targeted root hot spot areas. Attachment F is the root control pamphlet 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/index.htm, continue to serve as valuable tools to provide property owners with information and assistance in inspection, maintenance, and replacement or rehabilitation of sewer laterals.
Operation and Maintenance In FY 2008/09 the City cleaned 116,199 sewer pipe reaches, 94 percent more than the CSSA minimum requirement of 60,000 reaches. The three-year rolling average cleaning was 115,361 sewer reaches, exceeding the minimum requirement of 65,000 reaches by 77 percent. The City assessed the structural and maintenance conditions of a total of 681 miles of sewer, exceeding the CSSA minimum requirement of 600 miles. Of this total, 586 miles were firsttime assessment. The City proposes to bank 70 miles for FY 2008/09. Ninety-nine (99) percent of the sewers assessed are in fair to excellent condition.
Facilities Planning The Integrated Resource Plan (IRP) and its Environmental Impact Report (EIR) were adopted and certified by the City Council on November 14, 2006. The IRP and the EIR were submitted to the USEPA and LA RWQCB on June 22, 2007.
Capital Improvement 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. Ten additional Secondary Basin Plans were completed in Year Five, bringing the total completed to date to 66 out of the total 100 required through Year Ten. All 55 designated replacement and rehabilitation projects listed in Appendix B of the CSSA were completed in Years One through Four. The Settlement Agreement also sets forth a minimum total of 50 miles per year of sewer rehabilitation and replacement beginning with Year Four (FY 2007/08) of the Agreement. In FY 2007/08, the City renewed 101 miles of sewer. Fifty-one (51) miles were banked for future use. During Year Five, the City renewed 54 miles of sewers through replacement, rehabilitation, or repair. Nine (9) of the 10 sewer relief projects designated in Appendix A to the CSSA were completed in the first three years of the CSSA. The construction end date for the remaining project, the Avenue 45 Arroyo Drive Relief Sewer, was extended to October 31, 2010 based on numerous unforeseen construction delays. This project is in construction and on schedule to meet its revised due date. On June 29, 2009, the USEPA and LARWQCB completed their review of the City’s Capacity Report and Plan and approved five additional relief sewer projects proposed therein. In FY 2008/09, the City expended $257 million in wastewater capital improvements including $98 million for the collection system. ES-5
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Supplemental Environmental Projects (SEPs) The City began implementing all five 1st Tier SEPs designated in Appendix C to the CSSA. The design for the South Los Angeles Storm Water Treatment Project at 54th and Avalon Street has been completed and the project is scheduled for construction in October 2009. The groundbreaking for Phase I was held on June 11, 2009. 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. The North Atwater Creek Restoration & Water Quality Enhancement and the Downtown Los Angeles Storm Drain Low-Flow Diversion Projects are in design phase and on schedule. The remaining two SEPs on the 1st Tier list, the Hazard Creek and Inner Cabrillo Beach Projects, are being replaced by the Garvanza Park Water Quality Enhancement BMP Project as part of the proposed Modification to the Settlement Agreement. The estimated $1.75 million project cost is equal to the total suggested financial commitment provided in Appendix C to the CSSA for the Hazard Creek and Inner Cabrillo Projects combined. The Hazard Creek project was canceled due to property ownership issues that could not have been resolved in foreseeable future. Following completion of a pilot project, it was determined that the Inner Cabrillo Project was not needed for the reason that the Port of Los Angeles has initiated several projects to reduce bacteria in Inner Cabrillo Beach. The Garvanza Park Project will divert and treat runoff from a storm drain that passes directly underneath Garvanza Park. The work plan for the project is under way and will be submitted for approval by the USEPA and RWQCB when completed.
Settlement Agreement Program Management The 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 meets regularly and continues to provide oversight and support to the Settlement Agreement program. The City continues to work collaboratively with the Plaintiffs on the implementation of the various elements of the Settlement Agreement. During FY 2008/09, several meetings and presentations were held with representatives from the USEPA and LARWQCB and other parties to the CSSA. In addition to implementing the ongoing programs and activities outlined in the CSSA, the City completed three (3) additional CSSA required deliverables in FY 2008/09, bringing the total completed to 110 of the total 127 set forth in the CSSA at the time the parties entered into the Agreement in 2004. Five additional relief sewer projects approved by the USEPA and LARWQCB on June 29, 2009 as part of the City’s Capacity Report and Plan have been added to the list of deliverables. Other deliverables have been negotiated as part of the pending Modification to the Settlement Agreement. Two Supplemental Environmental Projects, the Hazard Creek and Inner Cabrillo Beach projects, were replaced by the Garvanza Park Water Quality Enhancements BMP Project. Additional information on the status of these deliverables is provided in Attachment C to this Annual Report.
ES-6
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 INTRODUCTION Purpose This Annual Report has been prepared by the City of Los Angeles (City) to comply with Section VI-G (Paragraphs 70 through 72) and Paragraphs 36, 53, 57, and 94 of the Collection System Settlement Agreement and Final Order (CSSA). This report summarizes the City’s compliance efforts and progress made during Year Five of the CSSA ending on June 30, 2009. This report is also available on the Bureau of Sanitation’s website at http://www.lasewers.org/cssa/ar5.pdf. Background During February 1998, 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 to be completed 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 for the Hyperion Treatment Plant and the 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 set out a program that the City would implement to reduce SSOs through a comprehensive program of 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 CSSA requirements, which requires the City to: 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.
1
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 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-yearrolling-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 the sewer cleaning efforts with 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 in sewers prone to blockages and expand the program to meet 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 large and small 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. An Overview of the Annual Report This Annual Report presents the City’s progress in its efforts to comply with the terms of the CSSA for the year ending on June 30, 2009. 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, 57, and 94 of the CSSA. The Report's sections appear in the same alphabetical order (“A” through “M”) used in Section VI-G of the CSSA and continue with additional sections (“O” through “R”) in response to Paragraphs 36, 53, 57, and 94 of the CSSA. The following lists the Annual Report sections and provides a brief description of each section of the report: A.
Designated Rehabilitation and Replacement Projects: This section provides the status of the projects required per Appendix B of the CSSA. All 55 designated projects were completed by Year Four (FY 2007/08).
2
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 B. Rehabilitation and Replacement – Mileage Requirements: The Settlement Agreement calls for a minimum of 50 miles per year of sewer rehabilitation and replacement starting with Year Four (FY 2007/08). This section reports on the miles of sewer rehabilitated and replaced during the Fiscal Year. The City repaired, rehabilitated, or replaced a total of 54 miles of sewer in FY 2008/09. One hundred fifty five (155) miles of sewer have been renewed during the first two years of this program. C. Sewer Relief Projects: Section C provides a status update on the sewer relief projects designated in Appendix A to the CSSA. Nine out of a total of 10 projects were completed by Year Three. The remaining Avenue 45 & Arroyo Drive Sewer Relief Project is on schedule for completion by October 2010. D. Capacity Exceptions List: As required, this report includes the current capacity exceptions lists. Section D includes Tables 4 and 5 which list the sewers flowing at a depth greater than 75 percent of the pipe diameter during peak dry weather flow (PDWF) and the sewers with PDWF depth between 50 and 75 percent of the pipe diameter, respectively, along with the City’s planned action for these locations. Table 6 lists sewer locations that were reported on the exceptions lists in previous Annual Reports and whose flow depths have since decreased to less than 50 percent of the pipe diameter. A total of 82 locations appear on the FY 2008/09 exception lists. Forty locations have been removed from previous years’ lists due to either the improvements made to sewer hydraulics or a finding based on additional flow monitoring that previously reported d/D’s were anomalies rather than representing a pattern of high PDWF d/D’s. E. Wastewater Capital Improvements: Section E provides information on the City’s capital expenditures in Fiscal Year 2008/09 and projected expenditures in future years in the City’s Wastewater Program including wastewater collection, conveyance, treatment, disposal, reclamation, and reuse. In FY 2008/09, the City expended $257 million in wastewater capital improvements including $98 million for the collection system. F. Sewer Cleaning: Section F includes sewer cleaning data for the FY 2008/09 and for the three-year rolling average ending FY 2008/09. A total of 116,199 sewer pipes, or 5,467 miles of sewer were cleaned in FY 2008/09. G. Sewer Line Television Assessment – Mileage: Miles of sewers televised, including banked miles, are reported in this section. A total of 681 miles were CCTV’d during the FY. H. Sewer Line Television Assessment – First Time Condition Ratings: Miles of sewers reviewed and assessed are provided. Condition rating of a total of 681 miles including 589 miles of first-time assessment was completed in the FY. I.
Fats, Oils and Grease (FOG) Control Program: Section I is a summary of FOG control program activities. The number of FOG-related SSOs decreased to 24 in FY 2008/09, which is 92 percent less than the 290 in the baseline FY 2000/01.
J. Primary and Secondary Basin Plans: This section summarizes the status of Primary and Secondary Basin Plans completed during the fiscal Year. 3
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 K. MOUSE Model: Section K provides a progress update on the City’s hydraulic model and its application in sewer planning. L.
Chemical Root Control: Although the CSSA required chemical root control of a minimum of 150 miles of sewer per year for the first two years of the Agreement only, the City continues to implement this as an integral part of its root control program. In FY 2008/09, chemical treatment was applied to 385 miles of sewer.
M. Settlement Agreement Implementation: This section reports on any significant modifications implemented during the year that affect compliance with or implementation of the Settlement Agreement. The proposed Modification to the Settlement Agreement agreed to by the parties is a highlight of significant efforts and modifications made during the FY to enhance the Settlement Agreement program. N. Proposal for Material Changes to the Settlement Agreement: Other than the changes negotiated in the pending CSSA Modification including changes to the odor provisions and replacement of two Supplemental Environmental Projects, the City is not proposing any material changes. A summary of the proposed CSSA Modification is provided in Section M of this Annual Report. The following information is provided per Paragraphs 36, 53, 57, and 94 of the CSSA.: O. Odor Outreach per Paragraph 36: On August 14, 2009, the City distributed the Sewer Odor Hotline Program Annual Report and the Annual Odor Control Measures Summary Report for FY 2008/09 to the Odor Advisory Board and the parties to the CSSA. These reports are available at www.lasewers.org/oac/index.htm. This section includes highlights of these reports and provides a summary of the City’s odor outreach efforts and results in FY 2008/09. P. Odor Control Facilities per Paragraph 53: Air Treatment Facilities (ATFs) Out of the seven CSSA permanent ATF projects, two are in construction: •
ATF at ECIS (La Cienega & Jefferson) - Construction is 61 percent complete with scheduled completion date of September 30, 2010.
•
ATF at NCOS (Jefferson) - Construction is 43 percent complete with scheduled completion date of May 6, 2011.
The City has completed the design of the remaining five ATFs. These projects, however, have been put on hold pending the ATF Evaluation Study that is scheduled for completion by June 30, 2010, as required by the proposed Modification to the Settlement Agreement. As part of the Study, these ATFs are being re-evaluated under the existing conditions with ECIS and NEIS in operation. The following is a list of these projects. 1. ATF at ECIS (Mission & Jesse) 2. ATF at ECIS (23rd & San Pedro) 3. ATF at ECIS (NORS) 4
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 4. ATF at NEIS (Humboldt) 5. ATF at NEIS (Richmond) Interim Odor Scrubbers The City has built and continues to operate all of the CSSA required interim odor scrubbers, with the exception of the scrubber at 23rd & San Pedro. These scrubbers produce the desired results and help reduce odor and odor complaints. The City removed the scrubber at 23rd & San Pedro from service in October 2006 after more than two years in operation due to an increase in odor and odor complaints resulting from the operation of the scrubber. The status of the Interim Odor Scrubbers is listed in Table 14. Q. Independent Review of the Sewer Odor Control Program per Paragraph 57: Recommendations from the independent odor control consultant retained per the Court’s July 3, 2001 Case Management Order were addressed in Years One through Three of the CSSA. Any adopted recommendations from the Independent Odor Control Expert that will be hired as part of the pending Modification to the CSSA, will be reported in future Annual Reports. R. Supplemental Environmental Projects (SEPs) per Paragraph 94: This section provides a progress update on the Supplemental Environmental Projects and eligible SEP costs incurred through Year Five. The City has committed a total of more than $8.5 million to Supplemental Environmental Projects. As of June 30, 2009, the total eligible SEP cost was $448 thousand. Three SEPs in the South Los Angeles, Downtown, and the Atwater Village areas are being designed and the work plan for a fourth in the Highland Park area is under way.
5
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page left intentionally blank.)
6
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 ANNUAL REPORT 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
CSSA Construction End Date
Project Status
Comments
No.
Project Title
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.
Completed 177 days ahead of schedule.
3
EQ RPR SWRS U269
1/13/05
Completed 7/20/04.
Completed 177 days ahead of schedule.
4
EQ RPR SWRS U290
2/11/05
Completed 6/10/04.
Completed 246 days ahead of schedule.
5
EQ RPR SWRS U289
2/11/05
Completed 6/10/04.
Completed 246 days ahead of schedule.
6
SAN PEDRO AREA SWR REHAB
2/28/05
Completed 9/7/04.
Completed 174 days ahead of schedule.
7
EQ RPR SWRS U346
3/16/05
Completed 5/4/04.
Completed 316 days ahead of schedule.
8
EQ RPR SWRS U344
3/16/05
Completed 5/4/04.
Completed 316 days ahead of schedule.
9
EQ RPR SWRS U373
4/15/05
Completed 5/12/04.
Completed 338 days ahead of schedule.
10
EQ RPR SWRS U369
4/15/05
Completed 5/12/04.
Completed 338 days ahead of schedule.
11
EQ RPR SWRS U327
5/16/05
Completed 6/23/04.
Completed 327 days ahead of schedule.
12
EQ RPR SWRS U317
5/16/05
Completed 6/23/04.
Completed 327 days ahead of schedule.
13
SOUTH LA CSRP U – 6
7/30/05
Completed 8/4/04.
Completed 360 days ahead of schedule.
14
SOUTH LA CSRP U – 5
7/30/05
Completed 8/4/04.
Completed 360 days ahead of schedule.
7
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 1: Status of Designated Rehabilitation and Replacement Projects
CSSA Construction End Date
Project Status
7/30/05
Completed 12/22/04.
Completed 220 days ahead of schedule.
Original 8/30/05 Revised 11/30/05
Completed 9/9/05.
Completed 82 days ahead of revised schedule.
No.
Project Title
Comments
15
SOUTH LA CSRP U – 3
16
WILSHIRE AREA NE SWR REHAB
17
MT WASHINGTON AREA SWR REHAB
9/30/05
Completed 11/2/04.
Completed 332 days ahead of schedule.
18
S BOYLE AREA SWR REHAB
12/8/05
Completed 8/10/05.
Completed 120 days ahead of schedule.
19
HOLLYWOOD AREA PRIM SWR REHAB
12/30/05
Completed 3/2/05.
Completed 303 days ahead of schedule.
20
4TH SHATTO VERMONT SWR REHAB
Original 12/30/05 Revised 3/30/06
Completed 2/3/06.
Completed 55 days ahead of revised schedule.
21
EQ RPR SWRS U274
3/16/06
Completed 10/6/04.
Completed 526 days ahead of schedule.
22
EQ RPR SWRS U340
4/15/06
Completed 3/25/05.
Completed 386 days ahead of schedule.
23
EQ RPR SWRS U283
4/15/06
Completed 3/25/05.
Completed 396 days ahead of schedule.
24
HARBOR AREA CSRP U- 6
5/30/06
Completed 8/2/05.
Completed 301 days ahead of schedule.
25
NICHOLS CYN ESMT SWR REPLC
5/31/06
Completed 12/27/05.
Completed 155 days ahead of schedule.
26
EQ RPR SWRS U300
7/15/06
Completed 11/15/04.
Completed 607 days ahead of schedule.
27
EQ RPR SWRS U299
7/15/06
Completed 11/15/04.
Completed 607 days ahead of schedule.
28
LAS PULGAS CANYON SWR REPLC
7/30/06
Completed 4/28/06.
Completed 93 days ahead of schedule
8
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 1: Status of Designated Rehabilitation and Replacement Projects
CSSA Construction End Date
Project Status
No.
Project Title
Comments
29
HOLLYWOOD AREA CSRP U- 2
7/30/06
Completed 9/9/05.
Completed 324 days ahead of schedule.
30
EQ RPR SWRS U295
9/15/06
Completed 6/30/05.
Completed 442 days ahead of schedule.
31
EQ RPR SWRS U292
9/15/06
Completed 6/30/05.
Completed 442 days ahead of schedule.
32
EQ RPR SWRS U291
9/15/06
Completed 6/30/05.
Completed 442 days ahead of schedule.
33
EQ RPR SWRS U354
10/14/06
Completed 10/3/05.
Completed 376 days ahead of schedule.
34
EQ RPR SWRS U339
11/15/06
Completed 10/3/05.
Completed 408 days ahead of schedule.
35
EQ RPR SWRS U338
11/15/06
Completed 10/3/05.
Completed 408 days ahead of schedule.
36
EQ RPR SWRS U320
12/15/06
Completed 9/30/05.
Completed 441 days ahead of schedule.
37
EQ RPR SWRS U316
12/15/06
Completed 9/30/05.
Completed 441 days ahead of schedule.
38
WASHINGTON FLOWER GRAND SWR REPLC
Original 12/30/06 Revised 12/31/07
Completed 7/17/07.
39
CENTRAL AREA CSRP U-5
12/30/06
Completed 12/06/05.
Completed 389 days ahead of schedule.
40
CENTRAL AREA CSRP U-3 & U-4
12/30/06
Completed 6/17/06.
Completed 196 days ahead of schedule.
41
12TH HILL SWR REHAB
12/30/06
8/31/06
Completed 121 days ahead of schedule.
42
SAN FERNANDO PSDNA SWR REHAB
12/31/06
9/15/06
Completed 107 days ahead of schedule.
43
EQ RPR SWRS U294
1/1/07
Completed 6/15/05.
Completed 587 days ahead of schedule.
44
EQ RPR
1/16/07
Completed
Completed 590 days ahead of schedule.
9
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 1: Status of Designated Rehabilitation and Replacement Projects
No.
Project Title
CSSA Construction End Date
SWRS U293
Project Status
Comments
6/15/05.
45
EQ RPR SWRS U319
2/15/07
Completed 11/14/05.
Completed 458 days ahead of schedule.
46
EQ RPR SWRS U318
2/15/07
Completed 11/14/05.
Completed 458 days ahead of schedule.
47
HARBOR AREA CSRP U-3
3/3/07
Completed 2/14/06.
Completed 382 days ahead of schedule.
48
EQ RPR SWRS U342
3/15/07
Completed 3/15/06.
Completed 365 days ahead of schedule.
49
EQ RPR SWRS U341
3/15/07
Completed 3/15/06.
Completed 365 days ahead of schedule.
50
FLINT AVE G ST SWR REPLC
3/24/07
Completed 6/13/06.
Completed 284 days ahead of schedule.
51
EQ RPR SWRS U304
4/14/07
Completed 4/21/06.
Completed 358 days ahead of schedule.
52
EQ RPR SWRS U296
4/14/07
Completed 4/21/06.
Completed 358 days ahead of schedule.
53
HOOVER ST SWR REHAB
5/02/07
Completed 4/06/07.
Completed 26 days ahead of schedule.
54
LINCOLN 83RD SWR REPLC
6/30/07
Completed 9/30/06.
Completed 273 days ahead of schedule.
55
HARBOR AREA CSRP U- 5 & WILM U-20
6/30/07
Completed 9/13/06.
Completed 290 days ahead of schedule.
B. Rehabilitation and Replacement – Mileage Requirements The CSSA requires a minimum total of 50 miles per year of sewer renewal by rehabilitation or replacement in Years Four through Ten. In FY 2008/09 the City renewed a total of 54 miles. The CSSA also provides for banking of miles in excess of the minimum yearly requirement that may be applied towards meeting future years’ requirements, should the City renew less than 50 miles in a year subsequent to the year(s) when excess miles were banked. As such, the City is proposing to bank four miles for FY 2008/09 bringing the total miles banked to date to 55 miles (fifty-one miles were banked in FY 2007/08). Attachment A is the annual progress 10
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 report on the implementation of the City’s Rehabilitation and Replacement Report and Plan dated June 30, 2009 and includes: 1. A summary progress report for FY 2008/09, 2. A detailed progress report including a list of Condition D and E pipes that were renewed during the FY, and 3. An overview map of all sewer pipe reaches renewed and all new pipes installed during the FY. C. Sewer Relief Projects Appendix A of the CSSA includes a list of 10 sewer relief projects to be completed during the first three years of the CSSA. 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. The bids received were much higher than the City Engineer’s estimate and were rejected. Design changes were made to overcome or avoid construction obstacles. The project was re-bid and a contract 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 lays out 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.
11
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page left intentionally blank.)
12
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 2: Status of Sewer Relief Projects CSSA Construction End Date
Project Status
EAST CENTRAL INTERCEPTOR SEWER
8/27/04
Completed 8/9/04.
Completed 18 days ahead of schedule.
NORTH EAST INTERCEPTOR SEWER, PHASE 1
10/30/05
Completed 5/27/05.
Completed 156 days ahead of schedule.
AVE 45 ARROYO DR RELIEF SEWER
Original 10/06/06 Revised 10/31/10
On schedule
EAGLE ROCK INTERCEPTOR SEWER
10/30/06
Completed 5/19/06.
Completed 164 days ahead of schedule.
BAYWOOD BENEDICT EASEMENT SEWER
10/31/06
Completed 6/29/06.
Completed 124 days ahead of schedule.
Original 10/31/06 Revised 3/31/07
Completed 9/22/06.
An extension request granted to March 31, 2007.
Completed 7/21/06.
Completed 113 days ahead of schedule.
Project Title
Comments
1
2 3
4
5
6 FLOWER WASHINGTON PICO SEWER
7
BUCKINGHAM ROAD DIVERSION SEWER
11/11/06
In construction.
13
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 2: Status of Sewer Relief Projects
Project Title 8
9
10
SEPULVEDA SHERMAN OAKS/ VALLEY MEADOW RELIEF SEWER NOS DIVERSION AT HUMBOLDT STREET BTW AVE 18 & SAN FERNANDO ROAD
SLAUSON / VAN NESS / COS EXTERNAL BYPASS
CSSA Construction End Date
Project Status
Original 12/30/06 Revised 6/30/07
Completed 12/28/06.
Completed 2 days ahead of original schedule.
Original 12/31/06 Revised 10/31/07
Completed 4/16/07.
An extension request granted to October 31, 2007.
12/31/06
Completed 7/13/06.
Completed 171 days ahead of schedule.
Comments
14
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 3: Capacity Report and Plan Additional Sewer Relief Projects
No.
Project Title
1
ALVARADO CRANDALL RELIEF SEWER
2
BUCHANAN RELIEF SEWER
3
4
5
FIGUEROA MERIDIAN YORK RELIEF SEWER
WASH OXFRD BEACH RELIEF SEWER
60TH STREET INTERCEPTOR SEWER, 8TH AVE TO VAN NESS
CSSA Construction End Date
Project Status
Comments
7/1/2010
Construction 70% complete.
On schedule.
5/31/2010
10/30/2012
Construction 92% complete.
Design 90% complete.
7/1/2010
Construction contract awarded. Notice to Proceed scheduled for September 2009.
6/30/2014
Concept report under way.
On schedule.
On schedule. Behind Schedule. Contract awarded in February 2009. NTP delayed to September 2009 due to unforeseen subsurface condition resulting in a sewer realignment that requires micro-tunneling equipment. Will require a schedule extension.
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 82 locations appear on the FY 2008/09 exception lists. Forty locations have been removed from previous years’ lists due to either the improvements made to sewer hydraulics or a finding based on additional flow
15
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 monitoring that previously reported d/D’s were anomalies rather than representing a pattern of high PDWF d/D’s. 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 presents gauging locations that were reported as having PDWF depth greater than 50 percent of the pipe diameter, in the Annual Report for Year Four ending on June 30, 2008, but do not appear in the exceptions list (Table 4 or 5) in this Annual Report. These changes generally indicate improvements in sewer hydraulic conditions. Explanations for these changes are provided in the tables.
16
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 4: Gauging locations with Peak Dry Weather Flow d/D Greater than 75% No
MH No.
Location
Size (in)
d/D
Planned / Proposed Action
1
46715026
R/W 800' S/O ECHO ST AT AVE 50
18
Flowing full
The Avenue 45 Arroyo Dr Relief Sewer will provide relief to this sewer.
2
55806220
VAN NESS AV AT 59TH ST
54
Flowing full
Will be addressed in the South LA Area Primary Master Plan.
3
55807086
54
Flowing full
Will be addressed in the South LA Area Primary Master Plan.
4
55807126
62ND ST N/S 33' E/O HARVARD BL. NORMANDIE AV AT 64TH ST
30
0.98
5
51806192
CRESCENT HEIGHTS BL AT AIRDROME ST
39
0.94
6
55802143
4TH AV W/S 75' N/O SLAUSON AV
75
0.77
High d/D due to grease and debris. Capacity will be reevaluated following sewer cleaning. The LCIS Rehab Black-Welder to Melrose Project will provide relief to this sewer. The 4th Avenue Slauson Sewer Rehab Project will provide relief to this sewer.
Notes: in. = inches d/D = measured flow depth divided by pipe Diameter MH = Maintenance Hole
17
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% Size (in)
d/D
WASHINGTON BL N/S 30' SW/O FWY OFFRAMP CL
15
0.74
49208011
ORANGE DR E/S 320' S/O WILLOUGHBY AV
18
0.74
3
35809050*
FOX ST AT OMELVEN AV
18
0.71
4
44202103
FULTON AV 240' S/O KLING ST
18
0.72
5
39913010
SHERMAN WY 650' W/O HAZELTINE AV
27
0.72
6
51815096
ADAMS BL AT BURNSIDE AV (NORTH)
21
0.71
7
51914003
EXPOSITION BL AT WESTWOOD BL E/S
15
0.70
8
53602139
ARLINGTON AV E/S 175'S/O 36TH ST
30
0.69
9
42710069
TUJUNGA AV E/S AT COLLINS AV
15
0.68
10
61311104
D ST 210' E/O MCFARLAND ST
16
0.68
11
53603048
JEFFERSON BL S/S E/O GRAMERCY PL
20
0.68
12
61314067
A ST AT MARINE AV
18
0.68
13
44305072
WOODBRIDGE ST 150 FT W/O RADFORD AVE
48
0.67
14
38809101
WOODMAN AV E/S (IN PKWY) 600' S/O TERRA BELLA ST
21
0.66
15
49505018
BLAKE AV AT DUVALL ST (D/S SLOPE)
48
0.66
16
39212013
PLUMMER ST S/S 25' S/O CL 50' E/O HANNA AV
18
0.66
17
53503180
LA BREA AV W/O W/PL 729' N/O RODEO RD
54
0.65
18
55803144
NORMANDIE AV AT 58TH ST
16
0.65
No
MH No.
1
51814020
2
Location
18
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% Size (in)
d/D
AVALON BL E/S 250' N/O SLAUSON AV
18
0.65
51810122
STEARNS DR AT GUTHERIE AV
39
0.64
21
55804099
BUDLONG AV AT 58TH ST W/INTERSECTION
16
0.64
22
49510098
NORTH BROADWAY AT SICHEL ST.
15
0.63
23
61309059
KING AV 50' S/O ALTON ST
18
0.63
24
56007001
HAVELOCK AV 200' W/O MARSHALL DR
24
0.63
25
42813007*
CHANDLER BL 10' S/O N/RDWY AT CALHOUN AV
42
0.63
26
55701114
BROADWAY AT 58TH ST
16
0.62
27
53603058
JEFFERSON BL AT BRIGHTON AV
18
0.62
28
46806003
GLENFELIZ BLVD AT APPLETON ST
48
0.61
29
51806094
CRESCENT HEIGHTS BL E/S @ SATURN ST
21
0.61
30
53203013
ENTRADA DR @ SHORT ST
24
0.60
31
51608130
LOS ANGELES ST E/S 100' S/O 3RD ST
36
0.60
32
49210068
LA CIENEGA BL W/S 2ND MH S/O BEVERLY BL
18
0.60
33
49311066
WESTERN AV 1ST MH S/O BEVERLY BL
14
0.59
34
55812097
FLORENCE AV 350' E/O VERMONT AV
20
0.59
35
39808045
VAN NUYS BL 330' N/O BLYTHE ST
15
0.59
36
44306177
ACAMA ST AT FAIR AV
66
0.59
37
56007106
RANDALL ST AT BEATRICE ST
27
0.59
No
MH No.
19
55702119
20
Location
19
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% Size (in)
d/D
MARTEL AV E/S 50' S/O 3RD ST
72
0.59
42813015
CHANDLER BL 10' S/O N/RDWY 430' W/O RANCHITO AV
54
0.59
40
56601102
FIGUEROA ST S/O 87TH ST
18
0.59
41
51703076
IROLO ST 225' S/O 7TH ST
20
0.59
42
51816109
ADAMS BL S/S AT PALM GROVE AV
15
0.58
43
53410035*
VICTORIA AV @ BUTLER AV
36
0.58
44
51805019
SHENANDOAH ST E/S 3RD MH S/O PICO BL.
33
0.58
45
51812090
ORANGE DR 5' W/O CL ALLEY S/O WASHINGTON BL
45
0.58
46
55807066*
WESTERN AV CL 300' S/O 60TH PL
18
0.58
47
42815021
CHANDLER BL AT ETHEL AV
48
0.58
48
46811031
FLETCHER DR 300' S/O LARGA AV LEFT LN OPP FWY OFFRAMP
15
0.58
49
38805133
PIERCE ST 330' SW/O VARNA AV
21
0.57
50
55804104
VERMONT AV E/S AT 58TH ST
16
0.57
51
56108008
ALLEY N/O HAYWRD ST AT MARR ST
24
0.57
52
49214055
SAN VICENTE BL AT 6TH ST
21
0.57
53
49606038
LIFUR AV. 300' N/O TEMPLETON ST
15
0.56
54
46811068
48
0.56
55
51803132
21
0.56
No
MH No.
38
49216010
39
Location
RIPPLE PL. (E/S GLENDALE FWY) 480' N/O GLENEDEN ST. ALLEY BET FAIRFAX & HAYWORTH 1ST MH S/O OLYMPIC
20
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% Size (in)
d/D
WESTERN AV AT GAGE AV
18
0.56
39611031
SATICOY ST N/S 270' W/O OSO AV
15
0.56
58
52115200
PCH W/S 336' N/O OLD PUMP PLANT
30
0.56
59
49401178
LOCKWOOD AV 350' E/O VIRGIL AV
15
0.56
60
39713166
CREBS AND VANOWEN 450' UPSTREAM OF 397 13 169.
36
0.56
61
53504136
M.L.KING BL AT RODEO RD (35' S/O N/CURB)
54
0.56
62
53803144
CONCORD ST AT OPAL ST
14
0.55
63
46816021
NEWELL ST. 250' NE/O BLAKE AV
24
0.55
64
42701116
LANKERSHIM BL. W/S AT HAMLIN ST W/INT
15
0.55
65
53408043
OVERLAND AV AT CULVER BL.
60
0.54
66
61311042
FLINT AV 1ST MH S/O ANAHEIM ST
14
0.54
67
52016117
BUNDY DR E/S AT ALLEY S/O EXPOSITION BL
18
0.54
68
53807146
CALZONA ST 1ST MH S/O UNION PACIFIC AV.
15
0.53
69
44202135
MILBANK ST AT MAMMOTH AV
18
0.53
70
51814001
LA CIENEGA BL W/S 400' N/O VENICE BL
18
0.53
71
49307156
MAPLEWOOD AV AT HOBART BL
16
0.53
72
55807040*
60TH ST N/S 1ST MH W/O ST. ANDREWS PLACE
39
0.52
73
51704174
NORMANDIE AV W/S 30' N/O SAN MARINO ST
27
0.52
74
55812135
VERMONT AV E/S AT 75TH ST
27
0.52
No
MH No.
56
55807098
57
Location
21
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 5: Gauging Locations with Peak Dry Weather Flow Greater than 50% but Less Than or Equal to 75% No
MH No.
75
49204019
76
61314074
Size (in)
d/D
ORANGE DR E/S AT 320' S/O FOUNTAIN AV
15
0.52
FRIES AV W/S S/O A ST
21
0.51
Location
Notes: in = inches
d/D = measured flow depth divided by pipe Diameter MH = Maintenance Hole * Year Four PDWF d/D was greater than 75%.
22
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 6: Gauging Locations with Reduced d/D (Previously Reported d/D Between 0.50 and 0.75) No
Size (in)
Year Four d/D
Current d/D
MH No.
Location
1
42813015
CHANDLER BL 10' S/O N/RDWY 430' W/O RANCHITO AV
54
0.73
0.47
2
42815021
CHANDLER BL AT ETHEL AV
48
0.70
0.50
44305264
VALLEY SPRING LN N/S 25' E/O BECK AV
48
0.69
0.49
3
4
51611140
MAPLE AV W/S 350' N/O 9TH ST
30
0.69
0.28
5
51712108
BUDLONG AV W/S AT 20TH ST S/S
15
0.68
0.38
6
49311066
14
0.64
0.50
7
42814016
WESTERN AV 1ST MH S/O BEVERLY BL CHANDLER BL 10' S/O N/RDWY 80' W/O ALLOTT
51
0.63
0.43
Comment The d/D reduction achieved by diverting flow to TWRP. This MH located on the same line as MH #42813015. The d/D decrease due to flow diversion upstream.
The Year Four d/D of 0.69 apparently an anomaly. Data from several measurements indicate d/D of less than 0.50. The Year Four d/D of 0.68 apparently an anomaly. Data from several measurements indicate d/D of less than 0.50.
This MH located on the same line as MH
23
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 6: Gauging Locations with Reduced d/D (Previously Reported d/D Between 0.50 and 0.75) No
MH No.
Location
Size (in)
Year Four d/D
Current d/D
AV
8
49513076
9
44202135
10
51803032
11
51806131
12
55806046
13
42902190
14
49204111
15
51810137
16
53504136
GIBBONS ST 475' S/O NORTH MAIN ST MILBANK ST AT MAMMOTH AV 8TH ST W/O SIERRA BONITA AV CRESCENT HEIGHTS BL AT HORNER ST ALLEY E/O VAN NESS AV 30' S/O 59TH ST
VICTORY BL S/S 100' W/O WHITMAN AV
VISTA ST W/S 235' S/O ROMAIN ST (E & W MHS) GENESEE AVE W/S 2ND MH S/O VENICE BL M.L.KING BL AT RODEO RD (35' S/O N/CURB)
Comment #42813015. The d/D decrease due to flow diversion upstream.
24
0.63
0.48
18
0.62
0.50
78
0.61
0.50
39
0.61
0.40
39
0.61
0.36
51
0.59
0.31
42
0.59
0.47
84
0.57
0.50
54
0.57
0.50
The Year Four d/D of 0.59 apparently an anomaly. Data from several measurements indicate d/D of less than 0.50.
24
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 6: Gauging Locations with Reduced d/D (Previously Reported d/D Between 0.50 and 0.75) No
MH No.
17
55812086
18
35016064
19
51705024
20
49413010
21
49208096
22
51514137
23
52016164
24
61306052
25
51702208
26
52016161
27
44307150
28
46712099
29
51814111
Location FLORENCE AV 300' E/O NORMANDIE AV ORO GRANDE ST S/S 370' SW/O S.F. RD 11TH ST 8' S/O CL 1ST MH E/O LUCERNE BL NORTH CORONDOLET ST AT COUNCIL ST POINSETTIA PL 200' N/O CLINTON ST FICKET ST 200' S/O 7TH ST. GRANVILLE AV E/S 2ND MH S/O CL AYRES AV GULF AV 300' S/O M ST 3RD AV W/S 530' S/O 9TH ST AMHERST AV AT ALLEY N/O PICO BL LANKERSHIM Bl 320' N/O VALLEY SPRING LANE OMAHA ST 1ST MH E/O LESLIE WAY ADAMS BL. S/S AT SPAULDING AV
Size (in)
Year Four d/D
Current d/D
30
0.57
0.39
18
0.56
0.50
45
0.56
0.49
15
0.55
0.35
15
0.54
0.42
16
0.54
0.41
30
0.54
0.50
18
0.54
0.47
42
0.53
0.45
24
0.53
0.42
24
0.52
0.49
18
0.52
0.39
21
0.52
0.48
Comment
25
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 6: Gauging Locations with Reduced d/D (Previously Reported d/D Between 0.50 and 0.75) No
MH No.
30
53701051
31
62013020
32
62512068
33
42810023
34
49509071
35
51706154
36
56401087
37
39613110
38
51705118
39
53604056
40
55807098
Location UNIVERSITY AV AT 32ND ST PALOS VERDES 50' N/O 6TH ST PASEO DEL MAR AT ROXBURY ST FULTON AV E/S 360' N/O CHANDLER BL AVE 18 220' S/O PASADENA AV PICO BL S/S (RT LN) AT WILTON PL BELFORD AV 225' S/O MANCHESTER AV CANOGA AV W/S 330' N/O VANOWEN ST PICO BL 14' S/O CL AT 80' E/O SAN VICENTE BL JEFFERSON BL 12' S/O CL 1ST MH E/O CATALINA ST WESTERN AV AND GAGE AVE
Size (in)
Year Four d/D
Current d/D
24
0.52
0.41
33
0.52
0.50
18
0.52
0.50
18
0.51
0.47
24
0.51
0.50
14
0.51
0.34
18
0.51
0.35
15
0.50
0.34
42
0.50
0.50
14
0.50
0.44
18
0.50
0.44
Comment
Notes: in = inches d/D = measured flow depth divided by pipe Diameter MH = Maintenance Hole
26
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 E. Wastewater Capital Improvements The City expended approximately $257 million in wastewater capital improvements in FY 2008/09, including $98 million (38 percent) for collection system improvements. For FY 2009/10, the projected total wastewater capital improvement expenditure is $281 million with $165 million (59 percent) designated for the collection system. For the next ten years (FYs 2009/10 through 2018/19), the projected total expenditure is $3.6 billion with $2.8 billion (78 percent) designated for the collection system. Attachment B is a summary of the City’s current 10-year capital improvement expenditure plan. A complete copy of the current 10-year Wastewater Capital Improvement Program (FYs 2009/10 through 2018/19) is available at http://san/fmd/wcip/WCIPbook09-10.pdf. 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 Five and exceeded the mandated cleaning of 60,000 pipe reaches by 56,199 reaches.
27
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 7: Sewer Cleaning Data Three-Year Cleaned Cleaned Cleaned CSSA Compliance Rolling in FY in FY in FY Annual Average Item 2006/07 2007/08 2008/09 Requirement Requirement Number of Pipe Reaches Length of Pipe Reaches Number of Hot Spot Pipe Reaches Proposed Number of Pipe Reaches Banked for the Year Cumulative Total Number of Pipe Reaches Banked
60,000
65,000
109,930
119,953
116,199
115,361
2,600 Miles
2,800 Miles
4,764 Miles
5,480 Miles
5,467 Miles
5,237 Miles
Not Applicable *
Not Applicable
78,265
88,012
106,670
Not Applicable
Not Applicable
49,930
59,953
56,199
Not Applicable
Not Applicable
121,043
180,996
237,195
Proposed Number of Pipe Reaches Banked for the Three-Year Rolling Average Requirement
FY 2008/09 ThreeYear Rolling Average
50,361†
* 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 133,706 reaches banked to date including a total of 83,345 reaches banked through Year Four.
28
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure 1: Sewer Cleaning Progress
140,000 119,953
120,000 109,083
Pipe Reaches Cleaned
100,000
116,199 112,989
109,930
115,361
106,670
95,676 88,012 78,265
80,000 68,016 60,873
64,910
60,000
40,000
20,000
0 2004-05
2005-06
2006-07
2007-08
2008-09
Fiscal Year Number of Pipe Reaches
Number of Hot Spot Pipe Reaches
3 Year Rolling Average
29
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 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, 2009, the City assessed the structural and maintenance conditions of 681 miles of sewer lines. As shown in Figure 2, the City complied with the requirement of the CSSA, exceeding the mandated inspection goal of 600 miles of pipe. Per the CSSA, the City is allowed to “bank” a percentage of the excess amount over 600 miles to be used in the future to augment the quantity of sewer line television assessment performed if it falls below the 600-mile requirement. The percentage of excess that can be banked is equal to the miles of pipe assessed for the first time divided by the total miles of pipe assessed. The City is proposing to “bank” 70 miles from Year Five, which brings the total banked sewer miles to date to 1,113 miles.
Table 8: Television Assessment Overview Compliance Item
CSSA Requirement
Sewer Pipes Assessed Sewer Pipes Assessed for the First Time Sewer Pipes Assessed for the First Time As a Percentage of Total Assessed Inspected Sewer Pipes Proposed to Be Banked for Year Five Balance of Banked Miles as of End of Year Four Cumulative Banked Miles through Year Five
600 Miles
Assessed Pipe Length for Year Five 681
Not Applicable
586
Not Applicable
86%
Not Applicable
70
Not Applicable
1,043
Not Applicable
1,113
* {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.
30
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Figure 2: Sewer Line Television Assessment Progress
1,200
1,000
956
916
990
681 600 600
400
200
0
Required by CSSA
Sewer Pipe (miles)
821 800
2004-05
2005-06
2006-07
2007-08
2008-09
Fiscal Year
31
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 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 percent of the pipes assessed were found to be condition rating “C” or better. Table 9: Condition Assessment Results Condition Rating
Condition Description
A B C D E Total
Very Good Good Fair Poor Emergency
Pipe Assessed for the FirstTime (Miles) 425 134 24 3 0 586
Total Pipe Assessed (Miles) 467 173 34 7 0 681
Percent of Total First Time 73% 23% 4% 1% 0% 100%
Figure 3: Condition Assessment Results
500
467
450
Number of Miles
400 350 300 250 200
173
150 100
34
50
7
0
D
E
0
A
B
C Condition Ratings
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.
32
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 I.
Fats, Oils, and Grease (FOG) Control Program
The CSSA requires inspection of 95% of permitted food service establishments (FSEs) in each year. The City inspected all 8,974 FSEs during FY 2008/09 for compliance with Clean Kitchen Best Management Practices, industrial wastewater permit requirements, and other FOG Control Program 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 taking enforcement actions as appropriate. When an FSE was determined to be in non-compliance status with regards to the permit requirements, the City applied 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), taking enforcement actions, and requiring grease interceptor installation. During FY 2008/09 the City required the installation of 282 grease interceptors, conducted 12,693 inspections, issued 901 NOVs, and processed 977 enforcement cases. A total of 1,077 FSEs were issued conditional waivers from grease interceptor installation requirements.
33
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 10: Summary of FOG Control Program for FY 2008/09 FOG Control Program Activity
Total for FY 08/09
Food Service Establishment (FSE) Inventory Permitted FSEs as of 07/01/08 FSEs Inspected Percent Completed
8,974 8,974 100
Inspection Activity Summary Total FSE Inspections Conducted
12,693
Grease Removal Device Installation Summary Grease Interceptor Installations Required Variances from Grease Trap Installation Requirement Granted
282 24
Notice of Violation (NOV) Activity Summary Total NOVs Issued NOVs Forwarded for Enforcement
901 584
Enforcement Case Summary Cases Initiated Active Cases as of 06/30/08 Completed Cases Total Enforcement Cases Processed
812 217 760 977
Conditional Waivers Processed Granted Revoked Denied
1,077 0 0
Wastewater Collection Systems Division (WCSD) Referrals Summary Received 45 Investigated 45 FSEs Identified as Source of FOG Blockage – See Table 11 0 FSEs Issued NOV during Investigation – See Table 11 5 FSEs with an Enforcement Case – See Table 11 0 FSEs Ordered to Install Grease Interceptor – See Table 11 0
34
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 The City conducted a field investigation for each of the sixty-seven (45) 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. CJ's Coffee Shop, 5501 W. Pico Blvd. 2. Gourmet Bites, 111 Universal Hollywood Dr. 3. Steak House Kizuna, 456 E. 2nd St. 4. Sultana Cake Shop, 191 E. Vernon Ave. 5. Tasty Q Barb Q Soul Food, 4040 W. MLK Jr. Blvd. FSEs with an Enforcement Case 1. CJ's Coffee Shop, 5501 W. Pico Blvd. 2. Tasty Q Barb Q Soul Food, 4040 W. MLK Jr. Blvd. 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. 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 92 percent, as shown in Figure 4.
35
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure 4: FOG-Related SSO Reduction by FY as a Percentage of the Baseline Year 2000/01 SSOs
300
290
Number of FOG-Related SSOs
250
200
Baseline Year
197 174 32% Reduction
150
40% Reduction
117 60% Reduction
100
62
65 43
50 79% Reduction
78% Reduction
31 85% Reduction
89% Reduction
2006-07
2007-08
24 92% Reduction
0 2000-01 Baseline Year
2001-02
2002-03
2003-04
2004-05
2005-06
2008-09
Fiscal Year
J. Primary and Secondary Basin Plans The CSSA 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. The CSSA requires Secondary Basin Plans for the 100 highest priority basins by Year Ten. Ten plans were completed in Year Four, bringing the total completed to 66, as shown in Table 12. Figure 6 is a location map of the secondary basins. 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.
36
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 12:Completed Secondary Basin Plans No. Basin Planning Report Completion Date 1 S02 13-May-05 2 H27 30-May-05 3 C04 01-Jun-05 4 U04 01-Jun-05 5 P03 06-Jul-05 6 H28 21-Mar-06 7 A02 28-Sep-05 8 H01 07-Nov-05 9 H29 22-Dec-05 10 C09 09-Nov-05 11 S09 27-Dec-05 12 H30 03-Aug-05 13 H32 10-Aug-05 14 U18 18-Jan-06 15 T03 25-May-06 16 N13 07-Jun-06 17 H18 30-Nov-06 18 U19 14-Dec-05 19 H26 22-Nov-05 20 P10 04-May-06 21 P18 23-Jun-06 22 H04 25-Oct-06 23 U24 15-Nov-06 24 E02 01-Nov-06 25 C08 20-Dec-06 26 P11 08-Nov-06 27 N15 31-Dec-06 28 U01 28-Feb-07 29 H35 31-Dec-06 30 U15 28-Feb-07 31 S03 31-Dec-06 32 U22 31-Dec-06 33 S15 01-Nov-06 34 H12 17-Apr-07 35 H25 29-Jun-07 36 P13 26-Jun-07 37 P12 01-Jun-07
Sewer Inventory, mi 40.27 26.83 9.15 20.69 12.87 39.25 44.11 23.50 25.31 36.50 21.23 45.00 24.28 20.11 18.77 20.75 2.82 27.52 28.58 10.87 40.85 35.32 12.11 35.64 69.54 7.48 20.69 32.83 17.81 6.27 41.95 40.09 17.48 5.86 26.96 18.18 14.88
Planned Renewal Reaches (PRRs), mi 5.24 6.84 3.37 5.52 4.38 17.04 9.83 5.24 9.63 8.87 4.63 10.58 9.51 11.05 5.40 3.37 1.00 11.79 11.09 3.10 10.85 8.20 3.30 5.88 17.00 1.90 4.90 6.80 3.30 1.00 4.70 7.95 1.00 0.40 3.70 2.90 3.11 37
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66
C03 P14 W32 S06 C01 A01 E11 U09 T05 H24 U10 U16 H19 U23 S05 N12 T04 A04 Z13 U20 T01 H23 H33 N02 P09 H14 H21 N01 H15
08-May-07 17-Apr-07 14-Jun-07 30-Aug-07 11-Sep-07 30-Aug-07 27-Nov-07 27-Nov-07 06-Dec-07 04-Jan-08 16-Jan-08 23-Jan-08 05-Mar-08 13-Mar-08 24-Mar-08 16-Apr-08 23-Apr-08 05-Jun-08 23-Jun-08 10-Jul-08 24-Jul-08 29-Aug-08 03-Sep-08 09-Sep-08 17-Sep-08 09-Nov-08 25-Mar-09 06-Apr-09 30-Jun-09 Total
38.22 21.66 31.90 57.04 56.99 17.79 20.50 15.06 24.00 18.31 24.69 14.30 18.46 50.20 24.00 41.10 50.40 21.70 13.00 25.73 29.96 23.20 21.41 8.54 8.75 25.16 9.00 4.84 9.90
7.85 4.20 7.60 7.40 9.44 3.70 0.92 1.70 2.60 3.25 4.10 1.35 1.62 5.47 3.20 4.43 4.60 1.44 1.40 3.94 4.10 3.10 2.00 1.48 1.45 1.62 0.82 0.39 0.86
1,668
330
38
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Figure 5: Primary Basin Plans
39
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
40
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure 6: Secondary Basin Plans
41
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
42
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 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 CSSA Annual Report for Year One dated October 1, 2005. The City continues with wet-weather calibration and validation of the model. The collection system model adopted by the City has been upgraded from MOUSE to MIKE URBAN which contains MOUSE and extends its capability to GIS and database management. The City completed the calibration of the dry-weather models for all 26 primary sewer basins on December 15, 2007. The City contracted with a consultant for the calibration of the model for wet-weather conditions. Ninety-three (93) flow meters were installed in the system to collect data during wet-weather events. Wet-weather model calibration was completed in April 2009. 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 roots re-growth and intrusion into sewers in root hot spot areas. A total of 9,138 pipes or 385 miles of root-infested sewers were chemically treated. Sewer overflows caused by roots have been reduced by 72 percent since the City began its chemical root control program in FY 2002/03.
Figure 7: Root Control Progress
450
385
400 350
Miles of Pipe
300
Completed by City
250 200
150 150 100 50
Required by CSSA
0
43
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Figure 8: Root-Caused SSO Reduction by FY as a Percentage of Baseline FY 2002/03
350
Number of Root-Related SSOs
300
290 234
250
200
Baseline Year 19% Reduction
150
137 104
100
53% Reduction
79 73% Reduction
50
105 82
64% Reduction
64% Reduction
72% Reduction
0 2002-03
2003-04
2004-05
2005-06
2006-07
2007-08
2008-09
Fiscal Year
M. Significant Program Implementation A summary of significant program modifications made during FY 2008/09 that affect compliance with the CSSA requirements is provided herein: •
The City continually reviews its work program and resource requirements to ensure successful delivery of the Settlement Agreement program.
•
Representatives from the Department of Public Works and other City offices continue to meet quarterly as part of the Settlement Agreement Committee (SAC) to review and track progress and coordinate activities. Quarterly progress reports are made to the Board of Public Works.
•
The City is implementing a program to address sewage backup into homes in hillside areas due to lack of a backwater valve.
•
The City and the Plaintiffs have worked collaboratively throughout the implementation of the Agreement. Several meetings, presentations, teleconferences and other means of telecommunication occurred over the last year. The proposed CSSA Modification agreed to by the parties is a notable result of these efforts. The following is a summary of the proposed the proposed Modification involving construction of the ATFs and replacement of two Supplemental Environmental Projects with a new SEP. The City will: 44
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Expand the frequency of communication and participation in the Odor Advisory Board to include additional interested community representatives from the Plaintiffs in Intervention in South Los Angeles.
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.
The Master Plan shall be updated to include results of new
investigations, new odor hot spot areas, changes in odor control activities, progress towards completion of projects, completed projects and results.
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 rd
TBD pending ATF Study
23 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.
Complete an ATF Evaluation Study no later than June 30, 2010.
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.
Monitor the performance of all installed carbon scrubbers on a weekly basis.
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.
Continue its chemical addition program to help control hydrogen sulfide generation within certain reaches of the wastewater collection system and modify the program as necessary to address verified odor complaints.
Provide for an Independent Odor Control Expert to oversee the implementation of the odor control activities and studies. The Independent Odor Control Expert 45
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 shall be mutually agreed upon by all Parties. The Independent Odor Control Expert shall be available to the Plaintiffs and the City until June 30, 2011.
Provide for a Community Liaison to assist the Plaintiffs in intervention and other members of the Community in communicating odor conditions, comments, issues and suggestions to the City with a focus on odor control activities and the ATF study. The Community Liaison shall be named by the Plaintiffs in Intervention. The Community Liaison shall serve until June 30, 2014 at a cost not to exceed $50,000 a year.
Work with the Community Liaison and the Odor Advisory Board in developing and implementing landscaping and other community enhancement elements at each location where an ATF is to be constructed. The total cost for these enhancements shall not exceed 1% of the total costs for the ATFs. In the event it is determined that any of the ATFs will not be constructed, the City, the Community Liaison and the Odor Advisory Board shall consider whether the locations reserved for such ATFs can be converted into multi-benefit public green space and parkland. The City shall use its best efforts, working in conjunction with the Community, to facilitate the development of a public green space for all former ATF Sites. No funding from the City’s Sewer Construction & Maintenance Fund shall be used for such purposes.
Implement the Garvanza Park Water Quality Enhancement BMP Project in lieu of the Hazard Park and Inner Cabrillo Beach SEPs.
The City shall not be required to spend more than $95,000 a year for the Independent Odor Control Expert and Community Liaison together for FY 2009/10 and 2010/11. None of the Plaintiffs shall be eligible for, nor shall the City be liable for, attorney fees or any other penalties or liquidated damages as a result of this Modification to the Settlement Agreement. N. Proposal for Material Changes to the Settlement Agreement The City is not proposing any material changes to the Settlement Agreement other than the Modification proposed by the parties in the pending CSSA Modification described in Section M of this Annual Report.
46
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 O. Odor Outreach Plan Pursuant to Paragraphs 40 and 44 of the CSSA, on August 14, 2009, the City issued the Sewer Odor Hotline Program Annual Report and the Annual Odor Control Measures Summary Report for FY 2008/09. These reports are available for review at http://www.lasewers.org/oac/index.htm. The following is a summary of the City’s odor control efforts and results in FY 2008/09. 1. Sewer Construction and Trap Maintenance Repair: A total of 14 trap maintenance holes were rehabilitated or constructed. 2. Continued operating 12 of the total 13 odor scrubbers. The scrubber located at 23rd & San Pedro was decommissioned to decrease odor and improve air quality as described in Section P below.. 3. Continued chemical addition in sewers with high generation of hydrogen sulfide. Chemical addition continues to be very effective, resulting in reduction of hydrogen sulfide levels by as much as 90 percent. Yearly expenditure for chemical addition is approximately $3.1 million. 4. Odor Complaint Summary: The City responded to 747 odor complaints. Out of this total, 257 complaints, or 34 percent, were sewer related. Sewer complaints in the last 2-3 years have increased likely due to defective trap maintenance hole ventilation and increased sewer construction activities. Complaints were reduced significantly during the second half of the FY 2008/09 likely due to repairs of trap maintenance holes and sealing of maintenance holes. These suspected causes of odor increase will be addressed as part of the proposed CSSA Modification. The City continues outreach to 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. The third is an annual survey in odor hot spot areas. Odor Advisory Board The Odor Control Advisory Board consists of residents from South Los Angeles who are concerned about sewer odors in their neighborhood and interested in being involved in solving the problem. During the past year, the Bureau has met with the Board one time. The proposed CSSA Modification provides for expanding the current Board to increase community participation.
47
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Odor Outreach Materials The City distributes educational flyers and magnets that explain the City’s odor control program and advertises an odor control hotline and a web site that provide more information regarding sewer odors. As of June 2006, the Bureau has ordered 19,000 odor control flyers and 300 magnets. A sample of the odor control outreach flyer is provided as Attachment G. They have been distributed at community meetings and other public events including the following: i. ii. iii. iv.
Annual BOS Open House Events (6 events) Aurora Elementary School's Neighborhood Clean-Up Event (District 9) Aurora Elementary School's Kids Fit and Community Resource Fair (District 9) Toluca Lake Earth Day Event
FY 2008/09 Annual Survey The FY 2008/09 odor survey included conducting street interviews at each of the 4 odor hot spot locations, mailing questionnaires to those who made complaints through the Odor Hotline, distributing surveys, and conducting presentations. Overall, the community feedback has been very positive and encouraging. The following is a summary of the survey results: 9 67% of those who responded have noticed sewer odors. 9 68% of those who have noticed sewer odors felt that odor intensity had not decreased over the past 4 years. 9 Of those who did notice an odor, a slight majority, 58%, notice them frequently 9 53% of respondents were not aware of the Odor Hotline. 9 There were very few suggestions regarding the improvement of the hotline except to give feedback to residents after an investigation. The majority made remarks about how quickly the City responded to their call and that they were happy with the results. The survey results reinforce the need for continued ongoing, proactive efforts to both publicize the existence of the Odor Hotline and encourage its use. By facilitating greater use of the hotline, the City will become aware of problem areas and address odor issues in a timely manner. The City is, therefore, considering additional efforts to increase public awareness of this City service. P. Odor Control Facilities Construction Progress
Air Treatment Facilities (ATFs) Out of the seven CSSA permanent ATF projects, one was awarded a construction contract and one advertised for bid. The following is the status of these ATFs: •
ATF at ECIS (La Cienega & Jefferson) Construction is 61 percent complete and on schedule for completion by September 30, 2010 which is the new due date per the proposed CSSA Modification.
•
ATF at NCOS (Jefferson) Construction is 43 percent complete and on schedule for completion by May 6, 2011, the new due date per the proposed CSSA Modification. 48
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
The City completed the design of the remaining five ATFs. These projects, however, are on hold pending the ATF Evaluation Study. The ATFs and interim scrubbers were planned during the CSSA negotiations before ECIS and NEIS were constructed and placed in service. Based on predictive modeling performed at the time, assumptions were made without the benefit of any empirical data as to how the overall sewer network air flow would behave if these major interceptors were in service. The City has been collecting and analyzing field data since ECIS and NEIS were placed in service. These data suggest that five of the originally planned ATFs may not achieve the desired results, may even cause an increase in odor problems at certain sites, and, therefore, require further study. As part of the proposed study, each of the five sites will be reviewed to determine if the assumptions made before ECIS and NEIS were constructed are still valid now that they are completed and operational. Below is a list of these ATFs. 1. 2. 3. 4. 5.
ATF at ECIS (Mission & Jesse) ATF at ECIS (23rd & San Pedro) ATF at ECIS (NORS) ATF at NEIS (Humboldt) ATF at NEIS (Richmond)
Interim Odor Scrubbers The City continues to operate the thirteen (13) interim scrubbers which are located throughout the City in areas which historically have experienced odor problems coined “odor hot spots”. The scrubbers use carbon adsorption technology to trap and remove odors that would normally vent into the atmosphere. Many of the scrubbers have successfully reduced odors in the surrounding neighborhoods but the scrubber located at 23rd & San Pedro surprisingly increased odors and the scrubber at Mission & Jesse did not remove odors consistently. The City conducted performance testing of the scrubber and found that the unit generated more odors when it was operating than when it was not allowed to vent. During a May 22, 2008 site visit to the 23rd & San Pedro scrubber site, USEPA representatives requested that the City conduct additional pressure testing at the ECIS site before removal of the temporary odor control unit. The City submitted results from the pressure testing to the EPA in a letter dated August 28, 2008 which contained multiple reports and justified the removal of the scrubber at 23rd & San Pedro. The City relocated the scrubber to the North Outfall Treatment Facility. Sewer odor and complaints declined sharply following the removal of the interim scrubber from service. The interim scrubber at the Mission & Jesse site continues to operate in passive mode as that operational mode was found to be effective. A status summary of the interim odor scrubber projects is provided in Table 14.
Odor Control Mitigation Odor complaints increased over the last 2-3 years. The increase is attributed to the ongoing construction activities and the increased gas pressure in the North Outfall Relief Sewer (NORS). To mitigate the increase in sewer odors, the City took the following actions: •
Ensure that proper odor control is installed on all sewer construction projects.
49
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 •
Isolate and seal the NORS head space at selected diversion structures to prevent the movement of gas from the NORS into upstream reaches. The City is testing a prototype of an air curtain. Test results will be used to design and construct a structure to seal the open headspace and control the movement of gases from NORS.
•
Evaluate and adopt as appropriate other maintenance hole designs with proven track records and replace the trap maintenance holes accordingly. Fourteen (14) trap maintenance holes were rehabilitated or constructed with a new design that has proven record for reducing odors. The new design will provide a continuous seal and allow for crews to access the maintenance hole without compromising the seal. The proposed CSSA Modification provides for an expansion of the program to include approximately 300 maintenance holes retrofit mostly in the South Los Angeles area.
•
Study the feasibility of installing an air jumper between the NORS and the North Central Outfall Sewer (NCOS).
50
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 13: Construction Status of Odor Control Facilities Project Title
CSSA Construction End Date
Project Status
Comments
Design Completed.
Project is on hold pending the proposed ATF Evaluation Study. Project is on hold pending the proposed ATF Evaluation Study. The project is on schedule for construction completion by September 30, 2010.
Air Treatment Facility (ATF) – ECIS/NORS (4 Sites) Mission & Jesse
TBD
23rd & San Pedro
TBD
La Cienega & Jefferson
Original 5/23/08 Revised 9/30/10
NORS Connection
TBD
Design Completed. In Construction. Design Completed.
Project is on hold pending the proposed ATF Evaluation Study.
ATF – NCOS
Jefferson
Original 5/23/08 Revised 5/6/11
In Construction.
The project is on schedule for construction completion by May 6, 2011.
ATF – NEIS (2 Sites) Humboldt
TBD
Richmond
TBD
Design Completed. Design Completed.
Project is on hold pending the proposed ATF Evaluation Study. Project is on hold pending the proposed ATF Evaluation Study.
51
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 14: Status of Interim Odor Scrubbers Project Title Interim Carbon Scrubber – NCOS
CSSA Construction End Date
Project Status
Comments Completed and in operation before the parties entered into the Settlement Agreement.
N/A
Interim Carbon Scrubbers – ECIS/NORS (4 Sites) Mission & Jesse
8/27/04
Completed 8/26/04.
23rd & San Pedro
8/27/04
Completed 8/26/04.
Jefferson Siphon
8/27/04
Completed 8/26/04.
NORS Connection
8/27/04
Completed 8/27/04.
Humboldt
10/30/06
Completed 12/10/05.
Richmond
10/30/06
Completed 12/10/05.
Completed 1 day ahead of schedule. Completed 1 day ahead of schedule. Removed from service in October 2006 (details in Section P above on Page 49). Completed 1 day ahead of schedule. Completed 1 day ahead of schedule.
Interim Carbon Scrubbers – NEIS (2 Sites) Completed 324 days ahead of schedule. Completed 324 days ahead of schedule.
52
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Q. Independent Review of the Sewer Odor Control Program Recommendations from the independent odor control consultant retained per the Court’s July 3, 2001 Case Management Order were addressed in Years One through Three of the CSSA. Any adopted recommendations from the Independent Odor Control Expert that will be hired as part of the pending CSSA Modification will be reported on in future Annual Reports. R. Annual Supplemental Environmental Projects (SEPs) Status Report As required in Section VIII, Paragraph 94 of the CSSA, the following is a status report on each Supplemental Environmental Project (SEP): i.
North Atwater Creek Restoration and Water Quality Enhancement Project The project is in the final design stages and construction documents are being prepared. The Environmental permits are complete. A Right of Entry is being obtained for removal and relocation of power poles located in the middle of the creek, and a maintenance agreement between the City’s Department of Recreation and Parks and the Los Angeles County is in progress.
ii.
Hazard Park Water Quality Enhancement Project Although the railroad spur has been abandoned, ownership issues remain unresolved as most of the creek bed continues to be owned by the railroad company and the remaining portion are owned by the City of Los Angeles and Los Angeles Unified School District. Several City Departments worked on the real estate aspect and was unable to resolve and establish ownership control for the project site, particularly for the creek bed. It is also not certain whether the creek bed could be acquired from Union Pacific. The process for negotiation and acquisition from Union Pacific will extend the project schedule beyond the June 2014 due date. In view of the foreseeable delay and uncertainty caused by the real estate issues, the Garvanza Park Water Quality Enhancement BMP Project was negotiated as a replacement for this project as part of the pending Modification to the Settlement Agreement.
iii.
Inner Cabrillo Beach Pollution Control and Water Circulation Enhancement Project Results of the pilot test from September through December 2007 were inconclusive. Because the Port of Los Angeles has initiated projects to reduce bacteria at the beach, the USEPA and LARWQCB requested the project be replaced. The Garvanza Park Water Quality Enhancement BMP Project was negotiated as a replacement for this project as part of the pending Modification to the Settlement Agreement.
iv.
South Los Angeles Storm Water Treatment Project at 54th and Avalon This project is an element of a constructed wetland project which will treat runoff from the surrounding neighborhood. The City completed the Preliminary Design Report (PDR) for the wetland project in July 2007. Upon completion of the PDR, the work plan for the South LA SEP was 53
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 prepared and submitted to the USEPA and LARWQCB for approval on July 10, 2008. Detailed design is 95 percent complete. v.
Garvanza Park BMP Project The Garvanza Park Water Quality Enhancement BMP Project was added to Appendix C of the CSSA to replace the Hazard Park and Inner Cabrillo Beach SEPs. Garvanza Park is located in Council District 14 near the Hazard Park. The project will divert runoff from a storm drain that passes directly underneath Garvanza Park and treat and infiltrate the runoff through a series of BMPs. The BMPs include a pretreatment device for sediment and trash, followed by a large infiltration gallery that will infiltrate at least ¾" of rainfall from the 80-acre drainage area that is upstream of the park. Upon completing construction, the park area above the devices will be returned to existing conditions or better. Garvanza Park is located northeast of downtown Los Angeles at the southwest corner of the Meridian St and Avenue 63 intersection in a community known as Highland Park. The project was identified and developed as part of the Arroyo Seco Watershed Management Plan. The goal of this project is to enhance the water quality of Los Angeles River and improve the quality of urban runoff which carries pollutants such as trash, bacteria, metals, oil and grease. This project will benefit from a partnership between the City of Los Angeles and North East Trees. On May 5, 2009, the City Council Energy and the Environment Committee approved the establishment of an MOU between NET and the City for the Garvanza Park Project. Currently the City is preparing a work plan for this project which will be submitted to the USEPA and LARWQCB for approval.
The project status and a list of eligible SEP costs are provided below in Table 15.
54
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Table 15: Summary of Progress on SEPs No.
1
2
3
Name North Atwater Creek Restoration & Water Quality Enhancement Project South Los Angeles Storm Water Treatment Project at 54th and Avalon St. Hazard Park Water Quality Enhancement Project (Replaced by the Garvanza Park Project (No. 6 below) per the proposed Modification to the Settlement Agreement.)
Project Description
Status
Estimated Total Project Cost
Eligible SEP Costs Incurred to Date
Construct water quality improvements to an area along the Los Angeles River in the vicinity of North Atwater Park.
The project is in detailed design phase and on schedule with construction end date in December 2012.
$3.2 million
$173,330
Construct an advanced system for capture and treatment of urban runoff as a part of the South Los Angeles Wetlands Park Project.
Detailed design is 95 percent complete. The USEPA and LARWQCB approval of the work plan pending.
$3.7 million
$275,140
Restore and enhance a portion of the Hazard Creek corridor and wetlands habitat in the Lincoln Heights area of Los Angeles.
Due to the creek bed/project site ownership issues, project could not have been implemented within the schedule and terms set forth in the Settlement Agreement. Replaced by No. 6 below.
$1.1 million
$0
55
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 Table 15: Summary of Progress on SEPs No.
4
5
Name
Project Description
Status
Estimated Total Project Cost
Eligible SEP Costs Incurred to Date
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.
The project is in detailed design phase. The USEPA and LARWQCB approval of the work plan pending.
$1.0 million
$0
The project objective was to improve the Beach water quality through bacterial reduction by increasing water circulation.
A pilot test was conducted from September through December 2007; results were inconclusive. Replaced by No. 6 below.
N/A
$0
Inner Cabrillo Beach Pollution Control and Water Circulation Enhancement Project (Replaced by the Garvanza Park Project (No. 6 below) per the proposed Modification to the Settlement Agreement.)
6
Garvanza Park Water Quality Enhancement BMP Project (Will substitute for 3 and 5 above per the proposed CSSA Modification.)
Capture storm water runoff that runs underneath the Park and treat it by implementing a series of BMPs.
The work plan is under way and will be submitted to the USEPA and LARWQCB for approval upon completion.
$1.75 million (Equal to the total CSSA suggested commitment for 3 and 5 above combined.)
$0
56
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT A
Sewer Rehabilitation and Replacement Annual Progress Report
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
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 2008/2009
Completed Rehabilitation and Replacement Projects for FY 2008/2009 (This page left intentioanlly blank.)
Completed Rehabilitation and Replacement Projects for FY 2008/2009 Project Title 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Harbor Area CSRP U-4 Media Center Swr Connection to ERIS N. Broadway Swr Rehab. NE Wilshire Area CSRP U-3 NE Wilshire Area CSRP U-5 Normandie Sewer Replacement 62nd St. to 68th St. Realign Via De Las Olas Sewer San Pedro 92nd Swr Repl SSRP C09A Mandeville Canyon Rd and Westridge Rd. SSRP C09B Sunset Blvd. & Amalfi Dr. SSRP H01 Olympic Blvd. and Spauling Ave SSRP H27A Barham Bl. & Cahuenga Terr SSRP H27B Cahuenga Terr & Melrose Ave SSRP H27C Cahuenga Terr & Hollywood Bl. SSRP H28A Willow Glen & Nichols SSRP H29A Laurel Canyon Bl. & Mulholland Dr SSRP H29B Laurel Canyon Bl. & Kirkwood Dr. SSRP P03A Golden State & 10 FWY SSRP P03B Soto St & 10 FWY SSRP U04A Beverlywood St. &10 FWY SSRP U04B Venice Bl. & 10 FWY Emergency Sewer Repair Program FY 2008/2009 Rehab Program FY 2008/2009 Sewers Program FY 2008/2009 Total Reach Length (Feet) Total Reach Length (Miles)
Project CIP Number
Reach Feet Completed
Project Award Date
Completion Date
C387 C702 C485 C296 C298 C736 C508 C125 C554 C555 C550 C750 C748 C749 C761 C552 C553 C754 C755 C752 C753 C528 C510 C626
8,551 756 1,334 4,157 9,239 4,019 1,400 2,599 20,218 16,993 14,281 8,206 5,751 4,750 17,117 19,699 20,425 2,406 6,007 13,438 9,455 52,549 7,389 38,971
02/06/08 06/06/08 06/06/08 01/30/08 10/22/07 08/22/07 02/13/08 02/25/08 02/11/08 03/03/08 02/11/08 10/29/07 11/16/07 11/07/07 03/14/08 05/07/08 04/30/08 01/30/08 01/30/08 10/24/07 10/24/07 N/A N/A N/A
02/11/09 06/02/09 03/13/09 06/19/09 05/08/09 11/25/08 09/12/08 08/15/08 03/11/09 03/09/09 06/12/09 02/05/09 01/06/09 04/23/09 06/23/09 06/07/09 06/15/09 05/26/09 05/26/09 06/05/09 01/08/09 06/30/09 06/30/09 06/30/09
289,710 54.87
Completed Rehabilitation and Replacement Projects for FY 2008/2009 (This page left intentioanlly blank.)
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
(LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
Award Date: 02/06/08
Project Title: Harbor Area CSRP U-4
CIP No. C387
LINE
REACH COMPLETION DATE
COMMENTS
Completion Date: 02/11/09
61912146/61912147A
2ND ST.
CIP
1930
D
R&R
331.0
331.0
DIP
8
CIPP
0.270
335.0
10/16/08
Reach replaced with DIP and then lined.
61912147/61912148A
2ND ST.
CIP&CON
1930
D
R&R
331.0
331.0
DIP
8
CIPP
0.270
335.0
10/17/08
Reach replaced with DIP and then lined.
61912148/61912149A
2ND ST.
8
CIPP
0.270
335.0
10/28/08
61912140/61912147A
CABRILLO AVE.
8
CIPP
0.270
250.0
10/17/08
61912020/61912021A
CON
1926
Unknown
Rehabed
CIP&CON
1930
D
R&R
SUMMERLAND AVE.
CON
1930
B
Rehabed
318.0
8
CIPP
0.270
322.0
09/04/08
61912021/61912022A
SUMMERLAND AVE.
CON
1930
B
Rehabed
276.0
8
CIPP
0.270
280.0
09/08/08
61912022/61912023A
SUMMERLAND AVE.
CON
1932
B
Rehabed
332.0
8
CIPP
0.270
336.0
09/02/08
61912023/61912024A
SUMMERLAND AVE.
CON
1932
C
Rehabed
181.0
8
CIPP
0.270
185.0
10/17/08
61912034/61912022A
MEYLER ST.
CON
1932
B
Rehabed
196.0
8
CIPP
0.270
200.0
09/09/08
61911041/61911042A
OLIVER ST.
CON
1932
C
Rehabed
201.0
8
CIPP
0.270
205.0
11/23/08
Reach changed from R& R to lining
61911042/61912044A
OLIVER ST.
CON
1932
C
Rehabed
346.0
8
CIPP
0.270
350.0
11/23/08
Reach changed from R& R to lining
61912044/61912045A
OLIVER ST.
CON
1932
C
R&R
346.0
350.0
09/30/08
61912045/61912046A
OLIVER ST.
CON
1932
C
R&R
346.0
61912046/61912047A
OLIVER ST.
CON
1932
C
Rehabed
61912047/61912048A
OLIVER ST.
CON
1932
C
Rehabed
324.0
8
CIPP
0.270
328.0
09/04/08
61912062/61912074A
MEYLER ST.
CON
1932
Unknown
Rehabed
139.0
8
CIPP
0.270
143.0
09/11/08
61912074/61912075A
O'FARRELL ST.(VAC)
CON
1932
Unknown
Rehabed
333.0
8
CIPP
0.270
337.0
10/20/08
61912075/61912076A
O'FARRELL ST.(VAC)
CON
1932
Unknown
Rehabed
329.0
8
RIBLOK
0.270
333.0
10/21/08
61912076/61912063A
CABRILLO AVE.
CON
1932
Unknown
Rehabed
108.0
8
CIPP
0.270
112.0
09/09/08
61912048/61912063A
CABRILLO AVE.
CON
1932
C
Rehabed
130.0
8
CIPP
0.270
134.0
09/09/08
61912035/61912048A
CABRILLO AVE.
CON
1932
C
R&R
309.0
VCP
8
313.0
09/19/08
61912014/61912017A
CABRILLO AVE.
CON
1932
B
R&R
119.0
VCP
8
123.0
10/07/08
61912017/61912024A
CABRILLO AVE.
CON
1932
D
R&R
87.0
VCP
8
91.0
10/06/08
61908111/61908110A
SHIELDS DR.
CON
1930
D
Rehabed
225.0
09/05/08
61908110/61908109A
SHIELDS DR.
CON
1930
D
Rehabed
79.0
8
CIPP
0.270
83.0
09/05/08
61908108/61908109A
SHIELDS DR.
CON
1930
D
Rehabed
146.0
8
CIPP
0.270
150.0
09/02/08
61908109/61908123A
GRAND AVE.
CON
1930
D
Rehabed
225.0
8
CIPP
0.270
229.0
08/18/08
61908123/61908134A
GRAND AVE.
CON
1930
C
Rehabed
225.0
8
CIPP
0.270
229.0
08/18/08
61908133/61908134A
MAC ARTHUR AVE.
CON
1930
C
Rehabed
118.0
8
CIPP
0.270
122.0
09/11/08
61908134/61908135A
MAC ARTHUR AVE.
CON
1930
D
Rehabed
187.0
8
CIPP
0.270
191.0
09/06/08
61908135/61908136A
MAC ARTHUR AVE.
CON
1930
D
Rehabed
187.0
8
CIPP
0.270
191.0
09/03/08
61908136/61908137A
MAC ARTHUR AVE.
CON
1930
D
Rehabed
139.0
8
CIPP
0.270
143.0
09/03/08
61908137/61908138A
MAC ARTHUR AVE.
CON
1930
D
Rehabed
203.0
8
CIPP
0.270
207.3
09/03/08
61908138/61908139A
SUMMERLAND AVE.
CON
1930
D
Rehabed
78.0
8
CIPP
0.270
81.5
08/22/08
61908139/61908140A
SUMMERLAND AVE.
CON
1930
D
Rehabed
76.0
8
CIPP
0.270
80.5
08/22/08
61908140/61908149A
SUMMERLAND AVE.
CON
1930
D
Rehabed
188.0
8
CIPP
0.270
192.1
08/19/08
61908149/61908161A
SUMMERLAND AVE.
CON
1930
E
Rehabed
188.0
8
CIPP
0.270
192.0
08/19/08
61908150/62005022A
PACIFIC AVE.
CON
1928
E
Rehabed
134.0
8
CIPP
0.270
139.0
10/03/08
Project Title: Media Center Swr Connection to ERIS
CIP No. C702
331.0 246.0
246.0
DIP
VCP
8
VCP
8
345.0
8
221.0
8
CIPP
0.270
CIPP
Award Date: 06/06/08
0.270
350.0
09/24/08
349.0
09/03/08
Reach replaced with DIP and then lined.
Reach changed from liner to R&R during construction
Completion Date: 06/02/09
NEW
Sewer easement in LAUSD property
VCP
N/A
N/A
New
26.0
VCP
8
26.0
06/02/09
NEW
Sewer easement in LAUSD property
VCP
N/A
N/A
New
668.0
VCP
8
668.0
06/02/09
NEW
Sewer easement in LAUSD property
VCP
N/A
N/A
New
26.0
VCP
8
26.0
06/02/09
Actual length differs from design due to realignment.
NEW
Division Street Shaft Site
VCP
N/A
N/A
New
36.0
VCP
8
36.0
06/02/09
Actual length differs from design due to realignment.
Award Date: 06/06/07
Project Title: N. Broadway Swr Rehab.
CIP No. C485
Completion Date: 03/13/09
4941611249416097A
North Broadway
VCP
1889
C
Rehabed
426.0
15
Insituform
0.460
426.0
11/17/08
4941615149416112A
North Broadway
VCP
1889
C
Rehabed
677.5
15
Insituform
0.460
677.5
11/17/08
5160407651604077A
Cesar Chavez
VCP
1889
D
Rehabed
230.2
18
Insituform
0.460
230.2
03/13/09
Project Title: NE Wilshire Area CSRP U-3
CIP No. C296
Completion Date: 06/16/09
Award Date: 01/30/08
46810068/46810067A
Rowena Ave/Silver Lake Dr
CON
1924
D
Rehabed
151.7
8
CIPP
0.180
151.5
8/29/2008
46810198/46810245A
Rokeby St/Tesla Ave
CON
1953
D
Rehabed
337.0
8
STR. CIPP
0.300
337.0
9/11/2008
DELETED R&R DUE TO INTERFERING UTILITIES
46810201/46810245A
Rokeby St/Tesla Ave
CON
1930
D
Rehabed
236.5
8
STR. CIPP
0.300
236.5
9/10/2008
DELETED R&R DUE TO INTERFERING UTILITIES
46810245/46810243A
Tesla Ave
CON
1930
D
Rehabed
39.9
8
STR. CIPP
0.300
39.9
9/10/2008
DELETED R&R DUE TO INTERFERING UTILITIES
46810243/46810244A
Tesla Ave
CON
1927
D
Rehabed
9.0
8
STR. CIPP
0.300
9.0
9/10/2008
DELETED R&R DUE TO INTERFERING UTILITIES
46810261/46810229A
Panorama Terrace
CON
1927
D
Rehabed
186.7
8
CIPP
0.180
189.7
8/26/2008
46810288/46810261A
Panorama Terrace
CON
1927
D
Rehabed
185.0
8
CIPP
0.180
185.0
8/25/2008
46814003/46810288A
Panorama Terrace
CON
1927
D
Rehabed
187.1
8
CIPP
0.180
187.1
8/25/2008
1 of 24
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
46814107/46814108A
Hawick St
CON
1927
D
Rehabed
117.3
8
CIPP
0.180
117.3
8/21/2008
46814006/46810265A
Moreno Dr
CON
1925
D
Rehabed
203.9
8
CIPP
0.180
203.9
8/26/2008
46814027/46814028A
Lyric Ave
CON
1926
D
Rehabed
74.7
8
CIPP
0.180
74.7
8/26/2008
46814093/46814113A
Griffith Park Bvd/Silverado Dr
CON
1926
D
Rehabed
234.7
8
CIPP
0.180
234.7
8/28/2008
46814113/46814149A
Griffith Park Bvd/Childs Court
CON
1926
D
Rehabed
8
CIPP
0.180
320.2
8/22/2008
46814149/46814176A
Griffith Park Blvd
CON
1926
D
R&R
311.7
VCP
8
311.7
7/21/2008
46814176/46814187A
Griffith Park Blvd
CON
1926
D
R&R
149.0
VCP
8
149.0
7/23/2008
46814187/46814204A
Griffith Park Blvd
CON
1926
D
R&R
270.5
VCP
8
270.5
7/25/2008
46814204/46813254A
Griffith Park Blvd/Fernwood Ave
CON
1926
D
R&R
346.0
VCP
8
346.0
7/25/2008
46813282/46813281A
Griffith Park Blvd
CON
1926
D
Rehabed
73.4
8
CIPP
0.180
73.4
9/10/2008
46814253/46814238A
Kenilworth Ave
CON
1927
D
Rehabed
118.4
8
CIPP
0.180
118.4
8/22/2008
46814268/46814253A
Kenilworth Ave
CON
1927
D
Rehabed
81.5
8
CIPP
0.180
81.5
8/22/2008
46814285/46814268A
Kenilworth Ave
CON
1927
D
Rehabed
117.1
8
CIPP
0.180
117.1
8/22/2008
46814284/46814328A
Redcliff St
CON
1927
D
Rehabed
307.7
8
CIPP
0.180
307.7
8/27/2008
46814307/46814284A
Redcliff St
CON
1927
D
Rehabed
94.9
8
CIPP
0.180
94.9
8/27/2008
Project Title: NE Wilshire Area CSRP U-5
CIP No. C298
320.2
Award Date: 10/22/07
Duane St.
CON
1924
D
R&R
230.2
VCP
8
234.2
03/04/08
4940214249402119A
Duane St.
CON
1924
D
R&R
209.0
VCP
8
210.0
02/28/08
4940211949402097A
Duane St.
CON
1924
D
R&R
187.0
VCP
8
198.0
02/26/08
49402097NEW
Silver lake Blvd.
N/A
N/A
N/A
New
89.0
VCP
8
93.0
03/14/08
NEWNEW
Silver lake Blvd.
N/A
N/A
N/A
New
93.0
VCP
8
97.0
03/12/08
NEWNEW
Silver lake Blvd.
N/A
N/A
N/A
New
124.0
VCP
8
128.0
03/06/08 02/15/08
43.0
Easterly Terr.
CON
1929
N/A
R&R
VCP
8
49.0
NEWNEW
Fanning St.
N/A
N/A
N/A
New
47.0
VCP
8
51.0
04/14/08
NEW49402117A
Fanning St.
N/A
N/A
N/A
New
2.0
VCP
8
6.0
04/14/08
4940211749402116A
Fanning St.
CON
1924
D
Rehabed
123.1
8
VINYL RES.
0.236
127.1
03/25/08
4940211649402115A
Easterly Terr.
CON
1924
D
Rehabed
187.5
8
VINYL RES.
0.236
191.5
03/26/08
4940211549402138A
Easterly Terr.
CON
1924
D
Rehabed
205.1
8
VINYL RES.
0.236
209.1
03/26/08
4940213849402161A
Easterly Terr.
CON
1924
D
Rehabed
196.4
8
VINYL RES.
0.236
210.4
03/26/08
4940217749402197A
Occidental Blvd.
CON
1924
D
Rehabed
129.3
8
VINYL RES.
0.236
133.3
03/27/08
4940219749402209A
Occidental Blvd.
CON
1924
D
Rehabed
236.0
8
VINYL RES.
0.236
240.0
03/27/08
4940220949402207A
Occidental Blvd.
CON
1924
D
Rehabed
196.0
8
VINYL RES.
0.236
200.0
03/27/08
4940226849402258A
Occidental Blvd.
CON
1924
D
R&R
4940225849402207A
Occidental Blvd.
CON
1924
D
Rehabed
NEWNEW
Fanning St.
N/A
N/A
N/A
New
67.0
VCP
8
71.0
04/25/08
NEWNEW
Fanning St.
N/A
N/A
N/A
New
120.0
VCP
8
124.0
04/24/08
NEW49402321A
Fanning St.
N/A
N/A
N/A
New
72.0
VCP
8
76.0
04/22/08
49402321NEW
Fanning St.
N/A
N/A
N/A
New
167.0
VCP
8
171.0
04/18/08 05/07/08
123.0
DELETED R&R DUE TO INTERFERING UTILITIES
Completion Date: 05/08/09
4940214349402142A
NEW49402116A
COMMENTS
VCP
8
351.0
8
VINYL RES.
0.236
127.1
03/18/08
354.9
04/01/08
49402179NEW
Silverwood Terr.
N/A
N/A
N/A
New
81.0
VCP
8
85.0
NEW49402140A
Silverwood Terr.
N/A
N/A
N/A
New
64.0
VCP
8
68.0
05/06/08
4940114049402141A
Silverwood Terr.
N/A
Unknown
D
New
184.6
VCP
8
189.6
05/07/08
NEWNEW
Silverwood Terr.
CON
1924
N/A
R&R
VCP
8
177.4
04/30/08
NEWNEW
Silverwood Terr.
N/A
N/A
N/A
New
133.5
VCP
8
141.5
05/19/08
PER CHANGE ORDER NO. 1 - C-5 DESIGN PLANS
NEW49402240A
Silverwood Terr.
N/A
N/A
N/A
New
180.0
VCP
8
184.0
05/15/08
PER CHANGE ORDER NO. 1 - C-5 DESIGN PLANS
4940223949402238A
Silverwood Terr.
N/A
Unknown
D
New
166.1
VCP
8
170.1
05/13/08
PER CHANGE ORDER NO. 1 - C-5 DESIGN PLANS
49402238NEW
Silverwood Terr.
CON
1924
N/A
Rehabed
114.0
8
VINYL RES.
0.236
118.0
05/05/08
4940603549406034A
Easterly Terr.
CON
1924
D
Rehabed
26.0
8
VINYL RES.
0.236
30.0
03/25/08
4940603449406032A
Easterly Terr.
CON
1924
D
Rehabed
97.3
8
VINYL RES.
0.236
101.3
04/02/08
4940603249406015A
Occidental Blvd.
CON
1924
D
R&R
103.3
VCP
8
107.3
03/28/08
4940601549402309A
Occidental Blvd.
CON
1924
D
R&R
317.8
VCP
8
321.8
03/26/08
4940230949402294A
Occidental Blvd.
CON
1924
D
R&R
74.9
VCP
8
78.9
03/19/08
4940229449402293A
Berkeley Ave.
CON
1924
D
Rehabed
175.1
04/07/08
4940225949402296A
Easterly Terr.
CON
1924
D
R&R
296.0
VCP
8
300.0
04/11/08
4940601849402315A
Angelus Ave.
CON
1924
D
R&R
265.0
VCP
8
269.0
01/30/08
4940226149402284A
Angelus Ave.
CON
1924
D
R&R
346.0
VCP
8
350.0
02/06/08
4940228449402315A
Angelus Ave.
CON
1924
D
R&R
271.0
VCP
8
275.0
02/01/08
4940231549402311A
Berkeley Ave.
CON
1924
D
R&R
166.0
VCP
8
150.0
06/19/08
173.4
171.1
8
2 of 24
VINYL RES.
0.236
NO NEW MH CONSTRUCTED AS SHOWN ON C-6
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
Easterly Terr.
CON
1924
D
New
Easterly Terr.
CON
1924
D
Rehabed
4940601649406034A
Easterly Terr.
CON
1924
D
Rehabed
4940603949406038A
Angelus Ave.
CON
1924
D
R&R
4940603849406037A
Silverwood Terr.
CON
1924
D
Rehabed
4940603749406036A
Silverwood Terr.
CON
1924
D
Rehabed
82.7
8
VINYL RES.
0.236
86.7
03/31/08
4940205549402065A
Redesdale Ave.
CON
1928
D
Rehabed
176.8
8
VINYL RES.
0.236
179.8
04/02/08
49402238 NEW
Silverwood Terr.
New
109.6
VCP
8
109.6
07/02/08
NEW 49402235
Silverwood Terr.
New
72.2
VCP
8
76.2
07/01/08
PER C.O. #1
49402235 NEW
Silverwood Terr.
New
130.0
VCP
8
134.0
06/30/08
PER C.O. #1
NEW NEW
Silverwood Terr.
New
187.6
VCP
8
191.6
06/26/08
PER C.O. #1
NEW NEW
Silverwood Terr.
New
159.3
VCP
8
163.3
06/24/08
PER C.O. #1
NEW 49402300
Silverwood Terr.
New
43.8
VCP
8
47.8
06/20/08
PER C.O. #1
4940230044902311
Silverwood Terr.
CON
1924
D
R&R
119.4
VCP
8
123.4
06/18/08
PER C.O. #1
4940231149402314
Silverwood Terr.
CON
1924
D
R&R
77.4
VCP
8
81.4
06/16/08
PER C.O. #1
49402314 NEW
Silverwood Terr.
New
113.1
VCP
8
117.1
06/12/08
PER C.O. #1
NEW NEW
Silverwood Terr.
New
40.7
VCP
8
44.7
06/10/08
PER C.O. #1
NEW 49406017
Silverwood Terr.
New
46.8
VCP
8
50.8
06/09/08
PER C.O. #1
49402199 NEW
Silverwood Terr.
New
73.3
VCP
8
77.3
05/19/08
PER C.O. #1
NEW NEW
Silverwood Terr.
New
60.2
VCP
8
64.2
05/16/08
PER C.O. #1
NEW NEW
Silverwood Terr.
New
180.0
VCP
8
184.0
05/15/08
PER C.O. #1
Silverwood Terr. Berkeley Avenue
CIP No. C736
107.3 126.0
1924
D
R&R
VCP
07/17/08
0.236
128.7
03/28/08
8
VINYL RES.
0.236
111.3
03/28/08
8
166.1 166.0
Project Title: Normandie Sewer Replacement 62nd St. to 68th St.
113.0 VINYL RES.
8
86.3
New CON
6
124.7
8
COMMENTS
4940600449406016A
NEW 49402240
VCP
REACH COMPLETION DATE
4940603349406034A
4940231549402311
17.0
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
VINYL RES.
0.236
130.0
02/06/08
90.3
03/31/08
EX. CLEANOUT REPLACED WITH NEW MH. C.O.2
PER C.O. #1
VCP
8
170.1
05/13/08
PER C.O. #1
VCP
8
170.0
06/19/08
PER C.O. #1
Completion Date: 11/25/08
Award Date: 08/22/07
New 39" Sewer
62ND STREET, HALLDALE AVE. TO NORMANDIE
N/A
N/A
N/A
New
650
VCP
39
665.6
03/02/08
5580716955807161A
New 39" Sewer
NORMANDIE AVE., 62ND ST. TO GAGE AVE.
N/A
N/A
N/A
New
325
VCP
39
329.7
04/21/08
5580717155807169A
New 39" Sewer
NORMANDIE AVE., GAGE AVE. TO 64TH ST.
N/A
N/A
N/A
New
336
VCP
39
340.1
05/06/08
5580717255807171A
New 39" Sewer
NORMANDIE AVE., 64TH ST. TO 65TH ST.
N/A
N/A
N/A
New
289
VCP
39
293.1
06/16/08
5580717355807172A
New 39" Sewer
NORMANDIE AVE., 65TH ST. TO 65TH PL.
N/A
N/A
N/A
New
297
VCP
39
301.8
05/27/08
5580717555807173A
New 39" Sewer
NORMANDIE AVE., 65TH PL. TO 66TH ST.
N/A
N/A
N/A
New
234
VCP
39
238.3
06/24/08
5581115855807175A
New 39" Sewer
NORMANDIE AVE., 66TH ST. TO 67TH ST.
N/A
N/A
N/A
New
224
VCP
39
228.3
07/16/08
5581116955811158A
New 39" Sewer
NORMANDIE AVE., 67TH ST. TO 68TH ST.
N/A
N/A
N/A
New
248
VCP
39
252.8
07/23/08
5581117355811169A
New 39" Sewer
NORMANDIE AVE. @ 68TH ST.
N/A
N/A
N/A
New
12
VCP
39
14.7
08/12/08
5581117655811173A
New 36" Sewer
NORMANDIE AVE. @ 68TH ST.
N/A
N/A
N/A
New
28
VCP
36
33.5
09/05/08
5581256555811176A
5581104755811048A 68TH ST. @ NORMANDIE AVE.
VCP
1915
Unknown
R&R
19
VCP
8
330.2
10/06/08
5581117455811173A 5581117055811169A
5581117055811169A 67TH ST. @ NORMANDIE AVE.
VCP
1915
Unknown
R&R
20
VCP
8
330.2
08/25/08
5580717655807175A 65TH PL. @ NORMANDIE AVE.
VCP
1915
Unknown
R&R
8
VCP
8
330.2
07/30/08
5580717655807175A
5580717455807173A 65TH ST. @ NORMANDIE AVE.
VCP
1915
Unknown
R&R
18
VCP
8
330.1
07/31/08
5580717455807173A
Project Title: Realign Via De Las Olas Sewer
CIP No. C508
Award Date: 02/13/08
Completion Date: 09/12/08
NEW 8" TO 52114034A
Via De Las Olas
HDPE
N/A
N/A
New
126.0
HDPE
8
126.0
04/25/08
NEW 8"
Via De Las Olas
HDPE
N/A
N/A
New
128.0
HDPE
8
128.0
04/17/08
NEW 8"
Via De Las Olas
HDPE
N/A
N/A
New
137.0
HDPE
8
137.0
04/03/08
NEW 8" TO 52114046 Via De Las Olas
HDPE
N/A
N/A
New
15.0
HDPE
8
15.0
05/06/08
HDPE
N/A
N/A
New
397.0
HDPE
8
397.0
05/28/08
NEW 8"
Hillside of Via De Las Olas
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
42.0
HDPE
8
42.0
08/22/08
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
178.0
HDPE
8
178.0
04/11/08
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
66.0
HDPE
8
66.0
04/04/08
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
164.0
HDPE
8
164.0
03/28/08
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
95.0
HDPE
8
95.0
03/21/08
NEW 8"
Potrero Canyon
HDPE
N/A
N/A
New
52.0
HDPE
8
52.0
03/14/08
Project Title: San Pedro 92nd Swr Repl.
CIP No. C125
Award Date: 02/25/08
Completion Date: 08/15/08
5660206656602098A
SAN PEDRO ST
CONC
1925
B
R&R
324.2
VCP
8
328.2
06/13/08
5660209856602110A
SAN PEDRO ST
CONC
1925
B
R&R
369.1
VCP
8
373.1
06/09/08
5660211656602133A
SAN PEDRO ST
CONC
1925
B
R&R
311.1
VCP
8
315.1
05/28/08
5660213356602145A
SAN PEDRO ST
CONC
1925
B
R&R
255.1
VCP
8
259.1
05/24/08
5660214556602165A
SAN PEDRO ST
CONC
1925
C
R&R
324.9
VCP
8
328.9
05/14/08
5660216556602011A
SAN PEDRO ST
CONC
1925
B
R&R
322.4
VCP
8
326.4
05/09/08
3 of 24
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5660201156602031A
SAN PEDRO ST
CONC
1925
B
R&R
322.2
VCP
8
326.2
06/17/08
5660203156602051A
SAN PEDRO ST
CONC
1925
B
R&R
337.8
VCP
8
341.8
04/28/08
CIP No. C554
Project Title: SSRP C09A Mandeville Canyon Rd and Westridge Rd.
Award Date: 02/11/08
CSSA Compliance Date: 03/11/09
4890802048908025A
BANYAN DR
VCP
1964
C
Rehabed
38.0
393.0
VCP
8
CIPP
0.180
397.2
07/05/08
4890802548908044A
BANYAN DR
VCP
1964
B
Rehabed
16.0
285.0
VCP
8
CIPP
0.180
288.9
08/06/08
4890802948908043A
WESTRIDGE RD
VCP
1964
C
Rehabed
8
CIPP
0.180
134.0
08/26/08
4890804648908040A
LA CONDESA DR
VCP
1965
C
Rehabed
VCP
8
CIPP
0.180
309.0
08/07/08
4890804848912005A
BANYAN DR
VCP
1964
C
Rehabed
8
CIPP
0.180
377.7
09/25/08
4891200748912019A
CHERYL PL
VCP
1958
B
Rehabed
57.0
VCP
8
399.0
06/24/08
4891202748912049A
MANDEVILLE CANYON RD
VCP
1964
B
Rehabed
71.0
VCP
10
346.6
09/10/08
4891202948912038A
WESTRIDGE RD
VCP
1963
C
Rehabed
6.0
VCP
8
49.4
07/03/08
4891203748912059A
BAYLISS RD
VCP
1958
B
Rehabed
97.0
VCP
8
387.3
06/30/08
4891203848912042A
WESTRIDGE RD
VCP
1957
B
Rehabed
21.0
VCP
8
120.3
07/03/08
4891203948912043A
JEFFERSONIA WY
VCP
1957
C
Rehabed
25.0
76.0
VCP
8
CIPP
0.180
80.0
06/27/08
4891204248912047A
WESTRIDGE RD
VCP
1957
C
Rehabed
18.0
235.0
VCP
8
CIPP
0.180
238.6
08/19/08
4891204748912051A
WESTRIDGE RD
VCP
1957
C
Rehabed
16.0
157.0
VCP
8
CIPP
0.180
160.7
08/19/08
4891208548912086A
WESTRIDGE RD
VCP
1957
B
Rehabed
14.0
245.0
VCP
8
CIPP
0.180
248.8
08/20/08
4891208748912089A
WESTRIDGE RD
VCP
1957
D
Rehabed
16.0
143.0
VCP
8
CIPP
0.180
146.7
08/21/08
4891208948912101A
WESTRIDGE RD
VCP
1957
C
Rehabed
108.0
VCP
8
302.6
07/08/08
4891209148912083A
BAYLISS RD
VCP
1961
C
Rehabed
80.0
VCP
8
286.0
06/30/08
4891209348912092A
BAYLISS RD
VCP
1961
B
Rehabed
16.0
71.0
VCP
8
CIPP
0.180
74.9
09/06/08
4891209848912097A
BAYLISS RD
VCP
1961
D
Rehabed
43.0
105.0
VCP
8
CIPP
0.180
108.7
08/05/08
4891210648912101A
WESTRIDGE RD
VCP
1957
C
Rehabed
37.0
VCP
8
4891600148912112A
WESTRIDGE TER
VCP
1960
D
Rehabed
82.0
VCP
8
4891600348916001A
WESTRIDGE TER
VCP
1965
D
Rehabed
12.0
37.0
VCP
8
CIPP
0.180
40.8
06/23/08
4891602648916035A
ALTA MURA RD
VCP
1962
D
Rehabed
25.0
164.0
VCP
8
CIPP
0.180
168.0
08/31/08
4891602748916028A
SAN REMO DR
VCP
1954
B
Rehabed
21.0
VCP
8
94.0
06/02/08
4891603148916032A
SAN ONOFRE DR
VCP
1927
D
Rehabed
6.0
52.0
VCP
8
CIPP
0.180
55.5
07/29/08
4891603248916037A
SAN ONOFRE DR
VCP
1927
C
Rehabed
24.0
VCP
8
154.9
05/30/08
4891603548916037A
ALTA MURA RD
VCP
1962
B
Rehabed
12.0
139.0
VCP
8
CIPP
0.180
142.8
07/17/08
4891603648916031A
SAN ONOFRE DR
VCP
1927
D
Rehabed
14.0
69.0
VCP
8
CIPP
0.180
73.0
07/29/08
4891603848916027A
CASALE RD
VCP
1927
B
Rehabed
6.0
179.0
VCP
8
CIPP
0.180
183.4
07/24/08
4891604048916043A
ALTA MURA RD
VCP
1927
C
Rehabed
6.0
76.0
VCP
8
CIPP
0.180
80.4
07/17/08
4891604448916038A
CASALE RD
VCP
1927
B
Rehabed
31.0
VCP
8
4891605148916052A
WESTRIDGE RD
VCP
1966
B
Rehabed
14.0
271.0
VCP
8
CIPP
4891605348916054A
WESTRIDGE RD
VCP
1963
C
Rehabed
6.0
197.0
VCP
8
4891605448916055A
WESTRIDGE RD
VCP
1963
C
Rehabed
37.0
8
4891605548916056A
WESTRIDGE RD
VCP
1963
C
Rehabed
128.0
4891605648916057A
WESTRIDGE RD
VCP
1963
C
Rehabed
4891605748916058A
WESTRIDGE RD
VCP
1963
C
Rehabed
4891605849013061A
WESTRIDGE RD
VCP
1963
C
Rehabed
4900905249009164A
MANDEVILLE CANYON RD
VCP
1957
C
Rehabed
38.0
346.0
4900905349009066A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
33.0
191.0
4900906649009077A
MANDEVILLE CANYON RD
VCP
1955
C
Rehabed
16.0
150.0
4900907949009078A
OAKMONT DR
VCP
1959
C
Rehabed
6.0
81.0
VCP
8
CIPP
0.180
85.4
08/25/08
4900909549009079A
OAKMONT DR
VCP
1959
C
Rehabed
18.0
193.0
VCP
8
CIPP
0.180
197.2
08/04/08
4900910849009127A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
10
CIPP
0.180
193.2
10/16/08
4900911049009109A
OAKMONT DR
VCP
1959
D
Rehabed
28.0
81.0
VCP
8
CIPP
0.180
85.1
10/09/08
4900911149009110A
OAKMONT DR
VCP
1959
C
Rehabed
28.0
64.0
VCP
8
CIPP
0.180
67.7
08/07/08
4900911349009112A
OAKMONT DR
VCP
1959
B
Rehabed
42.0
VCP
8
88.4
08/04/08
4900912749013014A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
39.0
VCP
10
344.4
06/11/08
4900915548912050A
TANNERS RD R/W
VCP
1960
D
Rehabed
12.0
367.9
08/19/08
4900916449009053A
MANDEVILLE CANYON RD
VCP
1957
B
Rehabed
75.0
4900916649009167A
HEARD PL (MANDEVILLE CANYON RD R/W)
VCP
1961
B
Rehabed
4900916749009127A
HEARD PL (MANDEVILLE CANYON RD)
VCP
1961
B
Rehabed
29.0
186.0
4901300449013016A
KIMBERLY LN
VCP
1957
C
Rehabed
110.0
244.0
4901301449013028A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
60.0
130.0 101.0
305.0
45.0
323.0
CIPP
CIPP
0.180
0.180
199.8
07/10/08
327.3
08/27/08
296.0
06/02/08
0.180
274.8
08/21/08
CIPP
0.180
201.2
08/21/08
CIPP
0.180
41.1
08/21/08
8
CIPP
0.180
131.6
07/30/08
130.0
8
CIPP
0.180
133.9
07/30/08
90.0
8
CIPP
0.180
94.4
07/30/08
135.0
8
CIPP
0.180
139.0
07/30/08
VCP
10
CIPP
0.180
350.0
07/31/08
VCP
10
CIPP
0.180
195.0
10/14/08
VCP
10
CIPP
0.180
154.1
10/14/08
189.0
364.0
VCP
8
VCP
10
207.0
CIPP
0.180
350.0
08/18/08
8
CIPP
0.180
211.4
09/29/08
VCP
8
CIPP
0.180
189.5
09/29/08
VCP
8
CIPP
0.180
247.8
07/17/08
VCP
10
210.9
08/04/08
4 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
4901301649013035A
KIMBERLY LN
VCP
1957
B
Rehabed
137.0
4901304849013051A
MANGO WY
VCP
1963
B
Rehabed
26.0
4901304949013054A
OLD ORCHARD RD
VCP
1960
B
Rehabed
25.0
4901305449013067A
MANDEVILLE CANYON RD
VCP
1965
B
Rehabed
4901306149013062A
WESTRIDGE RD
VCP
1963
B
Rehabed
4901306249013063A
WESTRIDGE RD
VCP
1963
C
Rehabed
4901306349013064A
WESTRIDGE RD
VCP
1963
C
Rehabed
4901306449013158A
WESTRIDGE RD
VCP
1963
C
Rehabed
6.0
135.0
VCP
8
CIPP
0.180
137.4
08/11/08
4901306549013071A
WESTRIDGE RD
VCP
1963
C
Rehabed
36.0
220.0
VCP
8
CIPP
0.180
223.6
08/12/08
4901307149013085A
WESTRIDGE RD
VCP
1963
B
Rehabed
15.0
218.0
VCP
8
CIPP
0.180
221.5
08/14/08
4901308149013082A
CORREA WY
VCP
1963
B
Rehabed
44.0
8
CIPP
0.180
48.0
07/31/08
4901309449013093A
WESTRIDGE RD
VCP
1963
B
Rehabed
50.0
8
CIPP
0.180
54.1
09/22/08
4901312549013126A
WESTRIDGE RD
VCP
1963
B
Rehabed
8
CIPP
0.180
195.1
08/28/08
4901313749013141A
MANDEVILLE CANYON RD
VCP
1956
C
Rehabed
60.0
252.9
07/31/08
4901314149013148A
MANDEVILLE CANYON RD
VCP
1956
C
Rehabed
36.0
CIPP
0.180
177.0
07/28/08
4901314849013154A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
6.0
VCP
10
173.0
07/28/08
4901315452001012A
MANDEVILLE CANYON RD
VCP
1956
B
Rehabed
40.0
VCP
10
340.0
07/24/08
4901315549013039A
KIMBERLY LN
CIP
1957
A
Rehabed
20.0
4901316549009166A
HEARD PL (MANDEVILLE CANYON RD )
VCP
1961
B
Rehabed
109.0
4901317749013083A
CORREA WY
VCP
Unknown
D
Rehabed
8.0
79.0
5200107252001071A
SAN REMO DR
VCP
1948
B
Rehabed
12.0
220.0
5200110552001119A
BRINKLEY AVE
VCP
1952
B
Rehabed
14.0
5200111752001116A
JONESBORO DR
VCP
1953
B
Rehabed
9.0
150.0
5200113052001020A
OLD OAK RD
VCP
1979
A
Rehabed
10.0
VCP
8
329.2
07/21/08
5210400448916039A
SAN ONOFRE DR
VCP
1927
B
Rehabed
39.0
VCP
8
350.0
05/28/08
5210400552104007A
CASALE RD
VCP
1927
B
Rehabed
17.0
VCP
8
106.7
07/24/08
5210400752104009A
CASALE RD
VCP
1927
C
Rehabed
30.0
VCP
8
249.3
05/21/08
5210401152104012A
CAPRI DR
VCP
1927
C
Rehabed
26.0
VCP
8
137.7
05/19/08
5210401252104014A
CAPRI DR
VCP
1927
C
Rehabed
12.0
VCP
8
115.0
05/20/08
5210401652104017A
AMALFI DR
VCP
1923
B
Rehabed
14.0
VCP
8
220.9
07/17/08
5210401852104024A
SAN REMO DR
VCP
1923
B
Rehabed
26.0
VCP
8
5210402752104032A
SORRENTO DR
VCP
1948
B
Rehabed
10.0
226.0
VCP
8
CIPP
5210402852104027A
SORRENTO DR
VCP
1948
B
Rehabed
172.0
VCP
8
CIPP
5210402952104043A
SAN REMO DR
VCP
1948
C
Rehabed
62.0
VCP
8
5210403252104034A
SORRENTO DR
VCP
1948
C
Rehabed
6.0
248.0
VCP
8
5210404052104047A
CAPRI DR
VCP
1948
B
Rehabed
16.0
VCP
8
5210404352104044A
SAN REMO DR
VCP
Unknown
B
Rehabed
31.0
VCP
5210404552104052A
AMALFI DR
VCP
1941
B
Rehabed
31.0
179.0
5210405252104061A
AMALFI DR
VCP
1941
B
Rehabed
54.0
210.0
5210405652104057A
D ESTE DR
VCP
1948
D
Rehabed
58.0
5210405752104139A
D ESTE DR
VCP
1948
D
Rehabed
5210406352104071A
MONACO DR
VCP
1948
C
Rehabed
23.0
5210407152104079A
MONACO DR
VCP
1948
C
Rehabed
23.0
5210407252104073A
LUCCA DR
VCP
1948
B
Rehabed
6.0
5210407752104076A
SAN REMO DR
VCP
1948
B
Rehabed
10.0
5210408552104094A
AMALFI DR
VCP
1926
B
Rehabed
16.0
5210408852104109A
ROMANY DR
VCP
1948
C
Rehabed
5210409652104097A
PAVIA PL
VCP
1926
D
Rehabed
17.0
288.0
VCP
8
CIPP
0.180
292.3
07/28/08
5210413952001060A
D ESTE DR
VCP
1948
C
Rehabed
6.0
226.0
VCP
8
CIPP
0.180
230.0
07/21/08
15.0
VCP
10
Project Title: SSRP C09B Sunset Blvd. & Amalfi Dr.
CIP No. C555
219.0
VCP
8
VCP
8
VCP
8
304.0 18.0
238.0
59.0
286.0
08/07/08
97.0
07/30/08
CIPP
0.180
304.0
10/31/08
CIPP
0.180
242.1
08/06/08
8
CIPP
0.180
121.9
10/07/08
VCP
8
CIPP
0.180
290.1
08/11/08
VCP
10
173.0
VCP
10
VCP
8
CIPP
0.180
24.2
07/17/08
8
CIPP
0.180
113.0
09/29/08
VCP
8
CIPP
0.180
83.1
08/14/08
VCP
8
CIPP
0.180
223.6
07/22/08
VCP
10
271.6
08/27/08
VCP
8
CIPP
0.180
153.7
08/25/08
CIPP
CIPP
0.180
0.180
295.0
05/19/08
0.180
230.1
07/23/08
0.180
176.0
07/23/08
290.0
05/15/08
251.9
07/23/08
CIPP
0.180
132.6
05/27/08
8
CIPP
0.180
35.0
07/22/08
VCP
8
CIPP
0.180
183.2
07/17/08
VCP
8
CIPP
0.180
214.4
07/16/08
316.0
VCP
8
CIPP
0.180
319.9
07/21/08
226.0
VCP
8
CIPP
0.180
230.1
07/21/08
VCP
8
210.0
VCP
8
CIPP
0.180
92.0
VCP
8
CIPP
0.180
VCP
8
VCP
8
250.0
06/04/08
VCP
8
22.0
07/28/08
18.0
CIPP
Award Date: 03/03/08
5200111952005018A
BRINKLEY AV
VCP
1952
B
Rehabed
5200504252005057A
BRINKLEY AV
VCP
1952
C
Rehabed
5200505952005058A
NIMROD PL
VCP
1952
B
Rehabed
5200508052005093A
ALISAL LANE
VCP
1952
D
Rehabed
316.0
5210409852108002A
CAPRI DR
VCP
1926
B
Rehabed
5210410452108004A
JONESBORO DR
VCP
1962
C
Rehabed
5210700452107051A
WILL ROGERS STATE PARK ROAD
VCP
1967
B
Rehabed
0.180
230.2
05/22/08
214.0
07/29/08
96.0
07/31/08
124.6
06/03/08
Completion Date: 03/9/09 245.0
11/13/08
CIPP
0.236
301.6
02/26/09
210.0
11/14/08
10
CIPP
0.236
320.0
03/09/09
325.0
8
CIPP
0.236
328.5
01/08/09
231.0
8
CIPP
0.236
235.1
01/14/09
286.0
8
CIPP
0.236
289.9
01/12/09
298.0 32.0
10 VCP
8
5 of 24
COMMENTS
06/10/08
223.2
8
VCP
217.0
0.180
8
191.0
103.0
CIPP
VCP
118.0
6.0
295.5
REACH COMPLETION DATE
Lining extended to next MH
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5210706852107080A
WILL ROGERS STATE PARK ROAD
VCP
1960
B
Rehabed
109.0
8
CIPP
0.236
112.7
01/12/09
5210709352107104A
VILLA VIEW DR
VCP
1960
C
Rehabed
324.0
8
CIPP
0.236
328.2
01/09/09
5210712552107139A
WILL ROGERS STATE PARK ROAD
VCP
1960
C
Rehabed
141.0
8
CIPP
0.236
145.2
01/13/09
5210800252108006A
SUNSET BL
VCP
1926
B
Rehabed
346.0
8
CIPP
0.236
349.9
02/11/09
5210800652108010A
SUNSET BL
VCP
1926
B
Rehabed
8
CIPP
0.236
346.8
02/10/09
5210802152108027A
AMALFI DR
VCP
1926
D
R&R
321.0
VCP
8
325.0
02/26/09
5210802652108020A
SUNSET BL
VCP
1980
B
Rehabed
21.0
VCP
8
396.0
11/07/08
5210802952108033A
CORSICA DR
VCP
1926
B
Rehabed
14.0
VCP
8
350.0
12/08/08
5210803452108037A
AMALFI DR
VCP
1926
D
Rehabed
35.0
VCP
8
350.0
08/27/08
5210803752108041A
AMALFI DR
VCP
1926
C
Rehabed
25.0
VCP
8
350.0
08/26/08
5210804052108044A
NAPOLI DR
VCP
1926
B
Rehabed
33.0
346.0
VCP
8
350.0
12/19/08
5210804252108047A
SUNSET BL
VCP
1926
D
Rehabed
8
CIPP
0.236
350.0
01/26/09
5210804352108048A
CORSICA DR
VCP
1926
B
Rehabed
38.0
346.0
VCP
8
CIPP
0.236
350.0
12/02/08
5210804552108053A
AMALFI DR
VCP
1926
C
Rehabed
10.0
196.0
VCP
8
CIPP
0.236
200.0
01/15/09
5210804752108046A
SUNSET BL
VCP
1926
B
Rehabed
8
CIPP
0.236
292.6
01/23/09
5210805352108055A
AMALFI DR
VCP
1926
C
Rehabed
12.0
204.0
VCP
8
CIPP
0.236
207.8
12/29/08
5210805452108057A
CORSICA DR
VCP
1926
B
Rehabed
40.0
287.0
VCP
8
CIPP
0.236
291.0
12/03/08
5210805552112001A
AMALFI DR
VCP
1926
B
Rehabed
8.0
191.0
VCP
8
CIPP
0.236
195.0
01/02/09
5210805652108055A
CORSICA DR
VCP
1926
C
Rehabed
32.0
346.0
VCP
8
CIPP
0.236
350.0
12/05/08
5210805752108056A
CORSICA DR
VCP
1926
B
Rehabed
18.0
VCP
8
303.0
08/15/08
5210806252108023A
CORSICA DR
VCP
1926
C
Rehabed
24.0
246.0
VCP
8
CIPP
0.236
250.0
12/04/08
5211109152111149A
LATIMER ROAD
VCP
1957
B
Rehabed
34.0
VCP
8
240.0
10/24/08
5211111652111112A
LATIMER ROAD
VCP
1925
D
R&R
128.0
VCP
8
132.0
01/26/09
5211112452111134A
LATIMER ROAD
VCP
1957
B
Rehabed
46.0
VCP
8
302.0
08/29/08
5211113552111139A
LATIMER ROAD
VCP
1957
C
Rehabed
31.0
VCP
8
CIPP
0.236
121.6
01/06/09
5211113752111136A
HILLTREE ROAD
VCP
1957
C
Rehabed
8
CIPP
0.236
160.0
03/05/09
5211114152115010A
SPOLETO DR
VCP
1926
D
R&R
275.0
08/08/08
5211114752111050A
LATIMER ROAD
VCP
1957
D
Rehabed
193.0
8
CIPP
0.236
197.3
02/26/09
5211114852111079A
LATIMER ROAD
VCP
1957
D
Rehabed
154.0
8
CIPP
0.236
157.7
01/07/09
5211204152112053A
SAN LORENZO ST
VCP
1926
C
Rehabed
5211206852112079A
ESPARTA WAY
VCP
1951
C
Rehabed
5211500952115024A
LATIMER ROAD
VCP
1957
D
Rehabed
5211501052115025A
SPOLETO DR
VCP
1926
B
Rehabed
5211501652115032A
WEST RUSTIC ROAD
VCP
1947
C
Rehabed
5211501752115042A
EAST RUSTIC ROAD
VCP
1947
B
Rehabed
16.0
VCP
5211502252115021A
MESA ROAD
VCP
1947
B
Rehabed
12.0
VCP
5211502552115047A
SPOLETO DR
VCP
1926
B
Rehabed
42.0
302.0
VCP
8
CIPP
5211503252115040A
WEST RUSTIC ROAD
VCP
1947
C
Rehabed
18.0
168.0
VCP
8
5211503752115048A
AMALFI DR
VCP
1926
B
Rehabed
224.0
10
5211504252115064A
EAST RUSTIC ROAD
VCP
1947
C
Rehabed
225.0
5211504352115045A
MESA ROAD
VCP
1947
B
Rehabed
144.0
5211504752115061A
SPOLETO DR
VCP
1926
D
Rehabed
12.0
VCP
8
300.0
08/01/08
5211506452115075A
EAST RUSTIC ROAD
VCP
1947
C
Rehabed
38.0
VCP
10
293.0
10/03/08
5211507552115100A
EAST RUSTIC ROAD
VCP
1947
B
Rehabed
18.0
VCP
10
300.0
10/09/08
5211507752115103A
SYCAMORE ROAD
VCP
1947
C
Rehabed
183.0
8
CIPP
0.236
187.0
12/16/08
5211508452115126A
EAST CHANNEL ROAD
VCP
1963
B
Rehabed
223.0
15
CIPP
0.236
227.0
03/03/09
5211509352115094A
WEST RUSTIC ROAD WALK
VCP
1947
B
Rehabed
152.0
8
CIPP
0.236
156.0
01/06/09
5211510052115102A
RUSTIC RD E
VCP
1947
B
Rehabed
64.0
10
CIPP
0.236
68.0
02/25/09
5211510352115119A
SYCAMORE ROAD
VCP
1947
B
Rehabed
115.0
8
CIPP
0.236
118.6
12/12/08
5211511152115110A
SUMAC LN
VCP
1947
B
Rehabed
152.0
8
CIPP
0.236
156.0
01/07/09
5211511952115120A
SYCAMORE ROAD
VCP
1947
C
Rehabed
207.0
8
CIPP
0.236
211.2
12/23/08
5211512052115136A
SYCAMORE ROAD
VCP
1947
D
Rehabed
150.0
8
CIPP
0.236
153.6
12/17/08
5211513252115133A
AMALFI DR
VCP
1947
B
Rehabed
261.0
8
CIPP
0.236
265.0
11/13/08
5211513352115134A
AMALFI DR
VCP
1947
B
Rehabed
254.0
8
CIPP
0.236
258.0
11/10/08
5211513652115154A
SYCAMORE ROAD
VCP
1947
C
Rehabed
208.0
8
CIPP
0.236
211.9
12/18/08
5211514152115140A
SAGE LANE
VCP
1947
B
Rehabed
257.0
8
CIPP
0.236
261.3
12/22/08
5211516152115160A
ENTRADA DR
CON
1931
B
Rehabed
67.0
10
CIPP
0.236
71.1
02/24/09
343.0
346.0
346.0
289.0
118.0 160.0
271.0
VCP
12.0
CIPP
0.236
0.236
8
VCP
8
VCP
8
30.0
VCP
21.0
VCP
170.0
CIPP
126.0
09/17/08
174.0
01/16/09
8
258.0
10/27/08
8
350.0
08/12/08
187.6
01/05/09
10
281.3
10/14/08
8
155.3
09/15/08
0.236
306.0
11/12/08
CIPP
0.236
172.0
10/12/08
CIPP
0.236
228.0
02/13/09
10
CIPP
0.236
229.0
02/23/09
8
CIPP
0.236
148.0
01/13/09
184.0
8
6 of 24
CIPP
CIPP
0.236
0.236
COMMENTS
deleted R&R and lined entire reach instead.
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5211600352116018A
KINGMAN AV
VCP
1926
C
Rehabed
346.0
8
CIPP
0.236
350.0
12/11/08
5211600652116008A
EAST CHANNEL ROAD
VCP
1926
C
Rehabed
176.0
10
CIPP
0.236
180.0
02/20/09
5211600952116017A
SAN LORENZO ST
VCP
1926
D
Rehabed
346.0
8
CIPP
0.236
350.0
12/10/08
5211602052115049A
EAST CHANNEL ROAD
VCP
1948
B
Rehabed
221.0
10
CIPP
0.236
225.0
02/17/09
5211603152116030A
ENTRADA DR
VCP
1948
D
Rehabed
87.0
10
CIPP
0.236
91.0
02/23/09
5211603552116038A
ENTRADA DR
VCP
1932
B
Rehabed
231.0
10
CIPP
0.236
235.0
02/16/09
Project Title: SSRP H01 Olympic Blvd. and Spauling Ave
CIP No. C550
Award Date: 02/11/08
COMMENTS
Completion Date: 06/12/09
4921107349211085A
GARDNER ST
CON
1928
C
Rehabed
16.0
332.0
VCP
8
CIPP
0.295
336.0
12/17/08
R&R completed 6/30/2008
4921108549211105A
GARDNER ST
CON
1926
D
Rehabed
16.0
326.0
VCP
8
CIPP
0.295
330.0
12/17/08
R&R completed 6/26/2008
4921110549211125A
GARDNER ST
CON
1926
C
Rehabed
24.0
339.0
VCP
8
CIPP
0.295
343.1
12/05/08
R&R completed 6/26/2008
4921206849212081A
VISTA ST
CON
1925
C
Rehabed
8
CIPP
0.295
250.0
12/12/08
4921208249212093A
MARTEL AV
CON
1925
C
Rehabed
11.0
326.0
VCP
8
CIPP
0.295
330.0
12/10/08
R&R completed 6/24/2008
4921208549212098A
POINSETTIA PL
CON
1928
D
Rehabed
12.0
346.0
VCP
8
CIPP
0.295
350.0
01/20/09
R&R completed 6/23/2008
4921209349212105A
MARTEL AV
CON
1925
C
Rehabed
8
CIPP
0.295
335.0
12/09/08
4921210549212116A
MARTEL AV
CON
1928
C
Rehabed
8
CIPP
0.295
315.0
01/13/09
4921211849216005A
FULLER AV
CON
1928
D
Rehabed
8
CIPP
0.295
337.6
12/08/08
4921505249215063A
OGDEN DR
VCP
1941
B
Rehabed
8.0
4921506549215066A
ALANDELE AV
VCP
1941
C
Rehabed
12.0
4921600949216005A
POINSETTIA PL ALLEY
CON
1928
B
Rehabed
4921608449215096A
LINDENHURST AV
VCP
1941
D
Rehabed
34.0
269.0
4921616849216009A
POINSETTIA PL ALLEY
CON
1928
C
Rehabed
84.0
316.0
5180207851802091A
STEARNS DR
VCP
1929
D
Rehabed
5180208851802111A
WHITWORTH DR ALLEY
VCP
1933
B
Rehabed
38.0
325.0
VCP
8
CIPP
0.177
329.0
11/13/08
R&R completed 5/16/2008
5180209051802112A
OLYMPIC BL ALLEY
VCP
1930
B
Rehabed
121.0
310.0
VCP
8
CIPP
0.270
313.9
06/16/08
R&R completed 6/2/2008
5180212351802135A
WHITWORTH DR ALLEY
VCP
1927
C
Rehabed
22.0
310.0
VCP
8
CIPP
0.270
313.8
06/17/08
R&R completed 5/22/2008
5180213551802148A
WHITWORTH DR ALLEY
VCP
1927
C
Rehabed
34.0
310.0
VCP
8
CIPP
0.177
313.8
11/12/08
R&R completed 8/7/2008
5180214751802161A
PACKARD ST
CON
1933
B
Rehabed
86.0
346.0
VCP
8
CIPP
0.295
350.0
07/09/08
R&R completed 5/14/2008
5180214851806004A
PACKARD ST
VCP
1927
D
Rehabed
68.0
310.0
VCP
8
CIPP
0.270
314.0
06/19/08
R&R completed 5/20/2008
5180219051802078A
OLYMPIC BL
VCP
1929
C
Rehabed
8.0
VCP
8
124.6
08/06/08
Lining deleted
5180300151803026A
FAIRFAX AV
VCP
1930
B
Rehabed
5180300551803018A
SPAULDING AV
VCP
1926
D
Rehabed
19.0
271.0
5180301551803027A
ORANGE GROVE AV
VCP
1926
D
Rehabed
9.0
286.0
5180302751803055A
ORANGE GROVE AV
VCP
1926
D
Rehabed
5180304051803057A
SPAULDING AV
VCP
1926
D
Rehabed
7.0
259.0
5180305551803075A
ORANGE GROVE AV
VCP
1926
D
Rehabed
14.0
287.0
5180307551803098A
ORANGE GROVE AV
VCP
1926
D
Rehabed
5180310551803104A
OLYMPIC BLVD
VCP
1929
D
Rehabed
5180311751803150A
HAUSER BL
VCP
1926
B
Rehabed
16.0
5180316251803179A
SIERRA BONITA AV
VCP
1926
B
Rehabed
34.0
5180316751803184A
RIDGELEY DR
VCP
1926
B
Rehabed
5180317651803177A
SAN VICENTE BL
VCP
1927
B
5180317951803161A
SIERRA BONITA AV ALLEY
VCP
1926
D
5180319551803177A
SAN VICENTE BL
VCP
1927
B
Rehabed
32.0
314.0
VCP
8
CIPP
0.177
318.2
12/24/08
R&R completed 7/18/2008
5180400151804014A
HAUSER BL
VCP
1926
B
Rehabed
24.0
222.0
VCP
8
CIPP
0.177
226.0
12/08/08
R&R completed 8/4/2008
5180401451803037A
HAUSER BL
VCP
1926
B
Rehabed
27.0
271.0
CIPP
0.177
275.0
12/08/08
R&R completed 7/31/2008
5180406151804072A
DUNSMUIR AV
VCP
1925
C
Rehabed
29.0
252.0
06/17/08
5180407051803151A
RIDGELEY DR
VCP
1926
D
Rehabed
20.0
5180411151804129A
BURNSIDE AV
VCP
1926
B
Rehabed
24.0
5180413051808001A
DUNSMUIR AV
VCP
1925
B
Rehabed
5180602051806035A
PACKARD ST
CON
1933
B
Rehabed
5180603351806034A
LA JOLLA AV ALLEY
CON
1933
D
Rehabed
5180603451806035A
PICO BL Alley
CON
1933
D
Rehabed
15.0
VCP
8
5180603551806036A
PICO BL
VCP
1933
C
Rehabed
8.0
193.0
VCP
5180700951807008A
SIERRA BONITA AV
VCP
1927
B
Rehabed
71.0
253.0
5180702551803190A
OGDEN DR
VCP
1937
B
Rehabed
8.0
5180719751807008A
CARMONA AV ALLEY
VCP
1927
B
Rehabed
141.0
CIP No. C750
Project Title: SSRP H27A Barham Bl. & Cahuenga Terr
246.0
331.0 15.0
311.0
VCP
334.0
246.0
R&R completed 6/24/2008
VCP
8
273.4
07/30/08
VCP
8
CIPP
0.177
250.0
12/04/08
8
CIPP
0.295
349.9
01/19/09
VCP
10
CIPP
0.236
273.4
12/23/08
R&R completed 7/29/2008
VCP
8
CIPP
0.295
320.0
12/20/08
R&R completed 7/2/2008
8
CIPP
0.280
215.4
06/17/08
346.0
211.0
346.0
R&R completed 7/30/2008
8
CIPP
0.177
350.0
11/18/08
VCP
8
CIPP
0.177
275.4
12/18/08
R&R completed 6/13/2008
VCP
8
CIPP
0.177
290.0
12/09/08
R&R completed 7/24/2008
8
CIPP
0.177
290.0
12/09/08
VCP
8
CIPP
0.177
262.6
12/22/08
R&R completed 6/16/2008
VCP
8
CIPP
0.177
290.6
12/12/08
R&R completed 7/24/2008
8
CIPP
0.177
315.4
12/12/08
8
CIPP
0.177
340.0
01/17/09
348.5
07/15/08
286.0
311.0 336.0 VCP
8
215.0
VCP
8
CIPP
0.177
248.4
12/03/08
Lining deleted R&R completed 6/26/2008
29.0
302.0
VCP
8
CIPP
0.177
306.0
09/29/08
R&R completed 7/9/2008
Rehabed
40.0
159.0
VCP
8
CIPP
0.177
163.3
12/16/08
R&R completed 7/18/2008
Rehabed
8.0
278.0
VCP
10
CIPP
0.236
282.3
12/172008
R&R completed 6/19/2008
VCP
8
V CP
8
326.0
VCP
8
CIPP
0.177
330.0
11/24/08
303.0
VCP
8
CIPP
0.177
306.9
11/19/08
R&R completed 7/8/2008
45.0
276.0
VCP
8
CIPP
0.177
280.0
11/19/08
R&R completed 7/7/2008
77.0
321.0
VCP
8
CIPP
0.295
325.0
07/09/08
R&R complete 5/9/2008
8
CIPP
0.295
75.1
09/24/08
324.3
06/04/08
8
CIPP
0.177
197.0
12/16/08
VCP
8
CIPP
0.177
257.0
12/04/08
R&R completed 7/14/2008
352.0
VCP
8
CIPP
0.177
356.0
11/17/08
R&R completed 8/6/2008
324.0
VCP
8
CIPP
0.177
328.3
06/20/08
R&R complete 6/9/2008
71.0
Award Date: 10/29/07
Completion Date: 02/05/09
7 of 24
R&R completed 7/10/2008
R&R completed 8/25/2008
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
COMMENTS
4431625344316259A
WONDER VIEW DR
CON
1927
C
Rehabed
134.0
8
CIPP
0.180
138.0
4431625944316268A
WONDER VIEW DR
CON
1927
C
Rehabed
50.0
8
CIPP
0.180
54.0
05/12/08
4431627147004019A
WONDER VIEW DR
VCP
1927
B
Rehabed
12.0
164.0
VCP
8
CIPP
0.180
168.0
04/20/08
4441301744413018A
INNSDALE DR
VCP
1964
C
Rehabed
33.0
395.0
VCP
8
CIPP
0.180
399.0
04/29/08
4441301844414006A
INNSDALE DR
VCP
1964
B
Rehabed
32.0
323.0
VCP
8
CIPP
0.180
327.0
04/29/08
2 ft added (FECO#4)
4441302244413023A
LAKE HOLLYWOOD DR
VCP
1964
B
Rehabed
14.0
370.0
VCP
8
CIPP
0.180
374.0
04/23/08
2ft added (FECO#4)
4441302344413024A
LAKE HOLLYWOOD DR
VCP
1964
C
Rehabed
6.0
300.0
VCP
8
CIPP
0.180
304.0
04/23/08
4441302644413022A
LAKE HOLLYWOOD DR
VCP
1964
B
Rehabed
27.0
395.0
VCP
8
CIPP
0.180
399.0
04/24/08
4690101246901022A
TAHOE DR
VCP
1964
C
Rehabed
6.0
301.0
VCP
8
CIPP
0.180
305.0
05/13/08
4690102346901027A
LONGDALE LN
VCP
1955
B
Rehabed
6.0
VCP
8
99.0
02/25/08
4690102746901031A
LONGDALE LN
VCP
1955
D
Rehabed
14.0
204.0
VCP
8
CIPP
0.180
208.0
05/01/08
2 ft added (FECO#4)
4690103746901031A
LAKERIDGE RD
VCP
1955
C
Rehabed
8.0
319.0
VCP
8
CIPP
0.180
323.0
04/30/08
2 ft added (FECO#4)
4690103846901045A
LAKERIDGE DR
VCP
1955
C
Rehabed
8
CIPP
0.180
100.0
05/01/08
4690105746901045A
LAKERIDGE DR
VCP
1955
B
Rehabed
8
CIPP
0.180
200.0
05/06/08
4690105946901042A
ARROWHEAD DR
VCP
1964
B
Rehabed
14.0
206.0
VCP
8
CIPP
0.180
210.0
05/20/08
4690106146901062A
ARROWHEAD DR
VCP
1964
D
Rehabed
68.0
378.0
VCP
8
CIPP
0.180
382.0
05/19/08
4 ft added (FECO#4)
4690106246901059A
ARROWHEAD DR
VCP
1964
D
Rehabed
53.0
337.0
VCP
8
CIPP
0.180
341.0
05/19/08
7 ft added (FECO#4)
4690106546901008A
TAHOE PL
VCP
1964
D
Rehabed
8
CIPP
0.180
140.0
05/13/08
4690500446905005A
HILLPARK DR
VCP
1964
B
Rehabed
4690500846905009A
HILLPARK DR
VCP
1964
D
Rehabed
84.0
CIPP
0.180
4690501246905013A
CAHUENGA BL EAST
VCP
1925
C
Rehabed
318.0
8
CIPP
0.180
322.0
06/09/08
4690501746905023A
CAHUENGA BL EAST
VCP
1964
C
Rehabed
216.0
10
CIPP
0.350
221.0
06/11/08
4690502346905100A
CAHUENGA BL EAST
VCP
1965
C
Rehabed
272.0
10
CIPP
0.240
276.0
06/10/08
4690506846905067A
CAHUENGA TR
CON
1923
C
R&R
310.0
01/28/08
4690510046905065A
CAHUENGA BL EAST
VCP
1965
C
Rehabed
10
CIPP
0.240
276.0
06/10/08
4700401947004035A
WONDER VIEW DR
CON
1927
B
Rehabed
8
CIPP
0.180
210.0
04/22/08
4700409747004098A
WOODROW WILSON DR
VCP
1961
C
R&R
4700412447004093A
WOODROW WILSON DR
VCP
1926
D
Rehabed
4700412647004127A
TREASURE TR
VCP
1946
A
R&R
89.0
VCP
8
93.0
04/03/08
4700412747004128A
TREASURE TR
VCP
1946
B
R&R
116.0
VCP
8
120.0
04/01/08
4700412847004129A
TREASURE TR
VCP
1946
C
R&R
279.0
4700413047004129A
PARK CENTER DR
VCP
1960
B
Rehabed
4700414047004139A
LAKERIDGE RD
VCP
1955
C
Rehabed
4700415547004146A
PACIFIC VIEW DR
VCP
1926
B
Rehabed
86.0
4700417047004156A
PACIFIC VIEW DR
VCP
1926
C
Rehabed
30.0
127.0
4700419047004197A
PACIFIC VIEW DR
VCP
1927
B
Rehabed
4700419747004198A
PACIFIC VIEW DR
VCP
1927
D
Rehabed
21.0
152.0
Project Title: SSRP H27B Cahuenga Terr & Melrose Ave
CIP No. C748
96.0 196.0
136.0 17.0
VCP
306.0
8 8
VCP 272.0
8
206.0 91.0
VCP
8
247.0
8
VCP
CIPP
0.180
8
81.0 119.0
05/12/08
285.0
03/03/08
88.0
04/30/08
95.0
04/02/08
251.0
05/07/08
283.0
03/27/08
8
CIPP
0.180
85.0
05/08/08
8
CIPP
0.180
123.0
05/08/08
VCP
8
VCP
8 8
CIPP
0.180
131.0
05/07/08
VCP
8
CIPP
0.180
156.0
05/14/08
127.0
CIPP
Award Date: 11/16/07
0.180
3 ft added (FECO#4)
deleted a 10ft section (FECO#4)
Last reach completion date
279.0
02/18/08
8 ft added (FECO#4)
131.0
05/07/08
3 ft added (FECO#4)
3 ft added (FECO#4)
Completion Date: 01/06/09
4690936947012073A
GLENCOE WY
CON
1925
C
R&R
82.0
VCP
8
86.0
03/31/08
4690937046909369A
GLENCOE WY
CON
1925
C
Rehabed
44.0
VCP
8
138.9
04/02/08
Deleted 91' per Change Order No. 2
4691300146913005A
MCCADDEN PL
VCP
1914
A
Rehabed
127.0
VCP
8
244.0
04/29/08
Deleted 113' per Change Order No. 1
4691303246913063A
LAS PALMAS AV
VCP
1913
D
R&R
263.0
VCP
8
267.0
05/07/08
4691303446913064A
CHEROKEE AV
VCP
1913
A
R&R
193.0
VCP
8
197.0
05/01/08
4691306346913082A
LAS PALMAS AV
VCP
1913
F
R&R
266.0
VCP
8
270.0
05/16/08
4691309046913115A
CASSIL PL
VCP
1928
C
R&R
252.0
VCP
8
256.0
04/24/08
4701200547012006A
OPORTO DR
VCP
1927
C
Rehabed
19.0
263.0
VCP
8
CIPP
0.180
266.7
05/22/08
4701203247012031A
LOS TILOS RD
VCP
1927
B
Rehabed
12.0
155.0
VCP
8
CIPP
0.180
158.7
05/28/08
4701203347012032A
LOS TILOS RD
VCP
1927
D
Rehabed
8
CIPP
0.180
115.0
04/29/08
4701203647012028A
LOS TILOS RD
CIP
1927
A
Rehabed
30.0
VCP
8
182.4
03/12/08
4701204447012036A
LOS TILOS RD
CIP
1927
B
Rehabed
49.0
VCP
8
114.5
03/14/08
Change 49LF to case 1 bedding per CO# 6
4701205347012045A
LA PRESA DR
CIP
1927
D
Rehabed
41.0
VCP
8
131.8
03/25/08
Change 41LF to case 1 bedding per CO# 6
4701206247012068A
LA PRESA DR
CON
1927
B
R&R
109.0
VCP
8
112.8
03/19/08
4701206747012071A
LA PRESA DR
VCP
1927
C
Rehabed
18.0
VCP
8
158.9
05/28/08
4701207447012070A
LA PRESA DR
VCP
1927
B
Rehabed
6.0
VCP
8
63.0
03/17/08
4701208847012082A
CAMROSE DR
VCP
1925
B
R&R
127.0
VCP
8
130.7
04/09/08
4701208947012088A
CAMROSE DR
VCP
1925
D
R&R
78.0
VCP
8
82.0
04/04/08
4701209047012089A
CAMROSE DR
VCP
1925
D
R&R
48.0
VCP
8
51.8
04/03/08
111.0
8 of 24
7' added per RFI#1, per AO# 2
Change 24 LF to case 1 bedding per CO# 6
Deleted 115LFper CO# 3& 40LF per CO# 7
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
4701209647012097A
HILLCREST RD
VCP
1925
C
R&R
66.0
VCP
8
70.3
06/12/08
4701209747012107A
HILLCREST RD
VCP
1925
A
R&R
213.0
VCP
8
217.0
06/19/08
4701210247012110A
PINEHURST RD
VCP
1925
C
R&R
210.0
VCP
8
214.0
06/05/08
4701210746909233A
HILLCREST RD
VCP
1925
C
R&R
351.0
VCP
8
355.5
06/27/08
4701211047012111A
PINEHURST RD
VCP
1925
B
R&R
248.0
VCP
8
252.2
06/03/08
4701211147012115A
PINEHURST RD
VCP
1925
D
R&R
157.0
VCP
8
161.2
05/28/08
4701211546909362A
PINEHURST RD
VCP
1925
B
R&R
165.0
VCP
8
169.4
06/11/08
4701212447012125A
ORCHID AV
VCP
1925
A
R&R
141.0
VCP
8
144.9
04/18/08
4701215647016002YA
ORCHID AV
VCP
1925
C
R&R
287.0
VCP
8
292.2
06/03/08
4701215747016002XA
ORCHID AV
CON
1931
C
Rehabed
206.0
06/09/08
4701216347012125A
BONITA TR
VCP
1925
A
R&R
186.0
VCP
8
190.0
03/28/08
4701218647012062A
BROADVIEW TER
CON
1926
C
R&R
34.0
VCP
8
38.0
03/21/08
CON
1931
C
Rehabed
74.3
06/09/08
47016002X47016002YA ORCHID AV
202.0
70.0
4701611147016112A
SUNSET BL
CON
1930
C
Rehabed
4930504249305064A
JUNE ST
VCP
1924
B
Rehabed
30.0
Project Title: SSRP H27C Cahuenga Terr & Hollywood Bl.
CIP No. C749
10
10
15.0 316.0
CIPP
CIPP
0.350
0.350
12
CIPP
0.410
18.5
06/10/08
VCP
8
CIPP
0.180
320.0
04/28/08
Award Date: 11/07/07
COMMENTS
22' added per AO# 3
Completion Date: 04/23/09
4690907746909099A
ALTA LOMA TR ALLEY
VCP
1921
B
R&R
179.0
VCP
8
183.0
09/10/08
4690921146909242A
BONAIR PL
VCP
1920
B
R&R
88.0
VCP
8
92.0
06/03/08
4690924246909243A
BONAIR PL
VCP
1920
A
R&R
41.0
VCP
8
45.0
05/29/08
4690911546909116A
CAMROSE DR
VCP
1922
A
R&R
161.0
VCP
8
165.0
08/14/08
4690911646909117A
CAMROSE DR
VCP
1922
A
R&R
25.0
VCP
8
29.0
08/18/08
4690915546909156A
CAMROSE DR
VCP
1922
A
R&R
235.0
VCP
8
239.0
08/28/08
4690915646909157A
CAMROSE DR
VCP
1922
A
R&R
270.0
VCP
8
274.0
10/20/08
4690926246909286A
CHEROKEE AVE
VCP
1914
B
R&R
114.0
VCP
8
118.0
07/14/08
4690928646909304A
CHEROKEE AVE
VCP
1914
B
Rehabed
6.0
VCP
8
276.0
07/14/08
4690930446909323A
CHEROKEE AVE
VCP
1914
B
R&R
255.0
VCP
8
259.0
07/10/08
4690924046909238A
EMMET TER
VCP
1920
D
R&R
346.0
VCP
8
350.0
06/09/08
4690924146909240A
EMMET TER
VCP
1920
B
R&R
77.0
VCP
8
81.0
06/10/08
4690908046909401A
FAIRFIELD AV
CIP
1963
B
R&R
154.0
VCP
8
158.0
06/10/08
4690940146909055A
FAIRFIELD AV
CIP
1963
B
R&R
26.0
VCP
8
30.0
07/01/08
4690926046909348A
FRANKLIN AV
VCP
1924
A
R&R
213.0
VCP
8
217.0
11/05/08
4690923446909233A
GLENCOE WY
CON
1924
B
R&R
38.0
VCP
8
42.0
09/26/08
4690923546909234A
GLENCOE WY
CON
1924
C
R&R
182.0
VCP
8
186.0
09/24/08
4690916946909195A
GRACE AV
CON
1926
B
Rehabed
44.0
204.0
VCP
8
CIPP
0.230
208.0
07/08/08
4690917946909154A
HIGH TOWER DR
CON
1923
D
Rehabed
6.0
255.0
VCP
8
CIPP
0.230
259.0
09/19/08
4690910146909100A
HIGHLAND AV
CON
1921
C
R&R
33.0
VCP
8
37.0
11/01/08
4690905346909052A
ODIN ST
VCP
1922
C
Rehabed
CIPP
0.230
186.0
06/24/08
4690936246909279A
PINEHURST RD
VCP
1915
C
R&R
188.0
VCP
8
192.0
09/17/08
4690909546909097A
ROCKLEDGE RD
VCP
1922
C
R&R
175.0
VCP
8
179.0
08/06/08
4690909746909119A
ROCKLEDGE RD
VCP
1922
B
R&R
134.0
VCP
8
138.0
07/23/08
4690911846909155A
ROCKLEDGE RD
CON
1922
B
R&R
101.0
VCP
8
105.0
07/28/08
4690911946909118A
ROCKLEDGE RD
VCP
1922
B
R&R
106.0
VCP
8
110.0
07/30/08
4690934946909112A
WEDGEWOOD PL
CON
1922
B
R&R
102.0
VCP
8
106.0
05/21/08
4690913546909133A
WHITLEY TER
VCP
1922
B
Rehabed
6.0
VCP
8
170.0
05/22/08
4690920946909210A
WHITLEY TER
VCP
1926
A
Rehabed
14.0
VCP
8
146.0
05/27/08
4690921646909215A
WHITLEY TER
VCP
1920
C
Rehabed
41.0
VCP
8
170.0
07/07/08
Additional repairs per Note 35
250.0
11/04/08
Note 35
65.0
08/21/08
Project Title: SSRP H28A Willow Glen & Nichols
CIP No. C761
182.0
166.0
8
CIPP
Award Date: 03/14/08
4431416644314170A
TORREYSON DR
VCP
1963
D
Rehabed
28.0
4431417444314178A
TORREYSON DR
VCP
1963
B
Rehabed
6.0
246.0
4431417644314170A
TORREYSON DR
VCP
1963
B
R&R
101.0
4700300947003025A
MULHOLLAND DR
VCP
1963
C
Rehabed
4700302547003031A
MULHOLLAND DR
VCP
1963
C
Rehabed
4700303147003032A
MULHOLLAND DR
VCP
1963
B
Rehabed
4700303247003035A
MULHOLLAND DR
VCP
1963
B
Rehabed
22.0
317.0
4700303647003038A
NICHOLS CANYON RD
VCP
1956
D
Rehabed
18.0
259.0
4700303747003036A
SUNNYWOOD LN
VCP
1956
B
Rehabed
28.0
4700303847003041A
NICHOLS CANYON RD
VCP
1956
D
Rehabed
18.0
VCP
8
VCP
8
VCP
74.0
6' repair deleted due to inaccessibility.
Completion Date: 06/23/09 CIPP
0.230
105.0
08/20/08
8
8 CIPP
0.230
278.0
10/23/08
8
CIPP
0.230
78.0
10/23/08
8
CIPP
0.230
95.0
10/23/08
VCP
8
CIPP
0.230
321.0
10/24/08
VCP
8
CIPP
0.230
263.0
09/26/08
VCP
8
145.0
08/04/08
VCP
8
210.0
08/07/08
274.0 8.0
0.230
Additional repairs per Note 35
VCP
91.0
9 of 24
2ft added
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
197.0
8
CIPP
0.230
REACH COMPLETION DATE
201.0
10/24/08
149.0
08/25/08
COMMENTS
4700304047003044A
MULHOLLAND DR
VCP
1963
B
Rehabed
4700304147003047A
NICHOLS CANYON RD
VCP
1956
D
Rehabed
25.0
4700304447003048A
WOODROW WILSON DR
VCP
1928
B
Rehabed
24.0
4700304847003058A
WOODROW WILSON DR
VCP
1928
C
Rehabed
4700305847003060A
WOODROW WILSON DR
VCP
1928
C
Rehabed
4700305947003078A
WESTBROOK AV
VCP
Unknown
B
Rehabed
4700306647003126A
NICHOLS CANYON RD
VCP
1948
D
4700307847003065A
WOODROW WILSON DR
VCP
1928
B
4700308147003078A
WESTBROOK AV
VCP
1928
C
4700308647003081A
WESTBROOK AV
VCP
1928
D
R&R
81.0
4700308947003103A
WESTBROOK AV
VCP
1956
B
Rehabed
37.0
4700418847004196A
PACIFIC VIEW DR
VCP
1927
B
R&R
164.0
VCP
8
168.0
07/09/08
4700419647008004A
PACIFIC VIEW DR
VCP
1927
C
R&R
104.0
VCP
8
108.0
07/08/08
4700602147006031A
HARLESDEN CT
CON
1928
C
R&R
274.0
VCP
8
278.0
06/04/08
4700602247006034A
REPPERT CT
CON
1928
D
R&R
176.0
VCP
8
180.0
05/30/08
4700602347006035A
ALGODON CT
CON
1928
C
Rehabed
36.0
VCP
8
250.0
09/28/08
4700603147006033A
WILLOW GLEN RD
CON
1928
C
R&R
197.0
VCP
8
201.0
07/21/08
4700603347006034A
WILLOW GLEN RD
CON
1928
D
R&R
185.0
VCP
8
189.0
07/16/08
4700603447006035A
WILLOW GLEN RD
CON
1928
D
Rehabed
46.0
263.0
VCP
8
CIPP
0.230
267.0
10/22/08
Note 35 Additions
4700604447006053A
WILLOW GLEN RD
CON
1928
B
Rehabed
40.0
150.0
VCP
8
CIPP
0.230
154.0
10/22/08
Note 35 Additions
4700604547006032A
WILLOW GLEN RD
CON
1928
C
R&R
105.0
VCP
8
109.0
06/05/08
4700604647006045A
WILLOW GLEN RD
CON
1928
D
Rehabed
18.0
VCP
8
CIPP
0.230
154.0
10/22/08
4700605347006054A
WILLOW GLEN RD
VCP
1928
C
Rehabed
8
CIPP
0.230
258.0
03/18/09
4700605547006046A
WILLOW GLEN RD
CON
1928
C
Rehabed
30.0
VCP
8
CIPP
0.230
153.0
03/18/09
4700605647006055A
WILLOW GLEN RD
CON
1928
C
R&R
177.0
VCP
8
181.0
06/16/08
4700606247006072A
WILLOW GLEN RD
CON
1928
C
Rehabed
162.0
03/18/09
4700606547006057A
WILLOW GLEN RD
CON
1928
C
R&R
206.0
VCP
8
210.0
06/24/08
4700606747006068A
WILLOW GLEN RD
CON
1928
D
R&R
82.0
VCP
8
86.0
06/25/08
4700701147007010A
NICHOLS CANYON RD
VCP
Unknown
B
Rehabed
20.0
VCP
8
198.0
06/30/08
4700701447007021A
NICHOLS CANYON RD
VCP
Unknown
C
Rehabed
18.0
211.0
VCP
8
CIPP
0.230
215.0
10/08/08
4700701547007021A
DEL ZURO DR
VCP
Unknown
C
Rehabed
6.0
113.0
VCP
8
CIPP
0.230
113.0
10/08/08
4700703347007028A
JALMIA DR
VCP
Unknown
D
Rehabed
28.0
89.0
VCP
8
CIPP
0.230
93.0
10/24/08
4700703647007033A
JALMIA DR
VCP
Unknown
D
Rehabed
6.0
76.0
VCP
8
CIPP
0.230
4700704447007056A
DEVISTA DR
VCP
Unknown
B
Rehabed
12.0
VCP
8
4700704547007057A
JALMIA DR
VCP
1948
B
Rehabed
26.0
VCP
8
4700705947007071A
LA CUESTA DR
VCP
Unknown
B
Rehabed
46.0
VCP
8
4700706047007059A
LA CUESTA DR
VCP
Unknown
B
Rehabed
9.0
VCP
8
4700707147007070A
LA CUESTA DR
VCP
Unknown
B
Rehabed
8.0
VCP
8
4700707447007055A
DEVISTA PL
VCP
Unknown
B
Rehabed
6.0
VCP
8
CIPP
4700707847007079A
WILLOW GLEN RD
VCP
1948
B
Rehabed
8
CIPP
4700707947007083A
WILLOW GLEN RD
VCP
1948
B
Rehabed
4700708347007084A
WILLOW GLEN RD
VCP
1948
B
Rehabed
4700708547007091A
WILLOW GLEN RD
VCP
1948
B
Rehabed
12.0
170.0
VCP
8
CIPP
0.230
174.0
10/29/08
4700709047007082A
JUPITER DR
VCP
1964
C
Rehabed
24.0
279.0
VCP
8
CIPP
0.230
283.0
10/06/08
4700709147007092A
WILLOW GLEN RD
VCP
1948
B
Rehabed
8
CIPP
0.230
97.0
10/29/08
4700709247007094A
WILLOW GLEN RD
VCP
1948
B
Rehabed
8
CIPP
0.230
157.0
10/29/08
4700709447007095A
WILLOW GLEN RD
VCP
1948
D
Rehabed
8
CIPP
0.230
43.0
05/19/08
4700709547007098A
NICHOLS CANYON RD
VCP
1948
B
Rehabed
133.0
07/08/08
4700709747007101A
APOLLO DR
VCP
1964
B
Rehabed
8.0
250.0
06/17/08
4700709847007099A
NICHOLS CANYON RD
VCP
1948
A
R&R
61.0
4700710147007102A
HERMES DR
VCP
1964
B
Rehabed
40.0
4700710347007101A
APOLLO DR
VCP
1965
B
Rehabed
14.0
4700711047007117A
HERMES DR
VCP
1964
C
Rehabed
24.0
VCP
8
202.0
05/20/08
4700711747007105A
JUPITER DR
VCP
1964
B
Rehabed
50.0
396.0
VCP
8
CIPP
0.230
400.0
10/07/08
4700712347007132A
HERCULES DR
VCP
1966
B
Rehabed
12.0
364.0
VCP
8
CIPP
0.230
368.0
10/02/08
4700713447007125A
JUPITER DR
VCP
Unknown
B
Rehabed
12.0
VCP
8
400.0
05/26/08
4700715047007149A
ASTRAL DR
VCP
1972
B
Rehabed
35.0
VCP
8
230.0
10/02/08
VCP
8
331.0
VCP
8
CIPP
0.230
335.0
10/23/08
36.0
188.0
VCP
8
CIPP
0.230
192.0
10/28/08
added 11ft
47.0
227.0
VCP
8
CIPP
0.230
231.0
10/23/08
note 35 adds
272.0
8
CIPP
0.230
276.0
10/27/08
Rehabed
225.0
8
CIPP
0.230
225.0
10/27/08
Rehabed
206.0
8
CIPP
0.230
210.0
10/24/08
Rehabed
105.0
8
CIPP
0.230
109.0
03/18/09
85.0
09/23/08
CIPP
0.230
325.0
10/10/08
321.0
246.0
150.0
VCP
8
VCP
8
254.0 149.0
158.0
272.0
56.0
206.0
8
60.0 141.0 7.0
169.0
VCP
97.0 6.0
153.0
VCP
43.0 92.0
VCP 246.0
256.0
225.0
CIPP
CIPP
CIPP
CIPP
0.230
0.230
0.230
80.0
10/24/08
173.0
06/18/08
276.0
10/10/08
168.0
08/05/08
60.0
10/13/08
148.0
08/05/08
0.230
210.0
10/07/06
0.230
64.0
07/03/08
0.230
8
CIPP
0.230
145.0
07/03/08
8
CIPP
0.230
173.0
07/03/08
12
VCP
8
VCP
12
VCP
8
VCP
8
10 of 24
CIPP
CIPP
CIPP
0.230
0.230
0.230
65.0
07/02/08
260.0
10/02/08
89.0
05/22/08
Note 35 Additions
Note 35 Additions
Note 35
Additional 2' required
Note 35
Note 35
Note 35
Note 35
Note 35
Note 35
Note 35
feet deleted
Note 35
Note 35
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
8
VCP
8
MACAPA DR
VCP
1953
B
Rehabed
8.0
MACAPA DR
VCP
1953
B
Rehabed
30.0
4700802947008036A
MACAPA DR
VCP
1953
B
Rehabed
31.0
VCP
8
350.0
06/26/08
4700803647008040A
MACAPA DR
VCP
1953
C
Rehabed
39.0
VCP
8
279.0
06/27/08
4700804047008044A
MACAPA DR
VCP
1953
B
Rehabed
24.0
VCP
8
194.0
06/27/08
4700804347008045A
SENALDA RD
VCP
1928
B
Rehabed
22.0
VCP
8
100.0
05/30/08
4700805047008058A
SENALDA RD
VCP
1928
C
Rehabed
17.0
VCP
8
184.0
09/25/08
4700805147008056A
SENALDA RD
VCP
1928
B
Rehabed
26.0
VCP
8
230.0
06/02/08
4700805847008062A
SENALDA RD
VCP
1928
D
Rehabed
8
CIPP
0.230
64.0
07/03/08
4700806047008075A
SENALDA RD
VCP
1928
B
Rehabed
18.0
VCP
8
CIPP
0.230
312.0
11/05/08
10 foot add 6 foot delete
4700806847008069A
LARMAR RD
VCP
1970
B
Rehabed
12.0
VCP
8
199.0
07/01/08
Note 35
4700807147008072A
OUTPOST DR
CON
1900
C
Rehabed
26.0
VCP
8
0.230
277.0
10/09/08
4700807247008073A
OUTPOST DR
CON
1900
C
Rehabed
163.0
8
CIPP
0.230
167.0
07/03/08
4700807647008081A
SENALDA RD
VCP
1928
C
Rehabed
85.0
8
CIPP
0.230
89.0
05/19/08
4700807747008078A
CARMAN CREST DR
VCP
1951
B
Rehabed
30.0
249.0
07/02/08
4700808947008090A
CHELAN WY R/W
VCP
1960
C
Rehabed
26.0
CIPP
0.230
226.0
09/29/08
4700809347008099A
CHELAN DR
VCP
1964
B
Rehabed
18.0
240.0
07/03/08
4700809447008098A
CHELAN WY R/W
VCP
1958
D
Rehabed
12.0
CIPP
0.230
135.0
10/24/08
4700810247008106A
CHELAN DR
VCP
1955
C
Rehabed
10.0
215.0
07/03/08
4700810347008107A
OUTPOST DR
CON
1900
B
Rehabed
6.0
4700810647008117A
CHELAN DR
VCP
1955
D
Rehabed
4700811247008108A
MALAGA RD
VCP
1927
B
4700811547008117A
OUTPOST DR
CON
1900
B
60.0 308.0
273.0
CIPP
CIPP
CIPP
0.230
0.230
143.0
09/26/08
291.0
06/25/08
COMMENTS
4700802547008029A
180.0
VCP
REACH COMPLETION DATE
4700801247008011A
VCP
8
VCP
8
VCP
8
VCP
8
VCP
8
VCP
8
CIPP
0.230
173.0
10/28/08
146.0
8
CIPP
0.230
150.0
05/08/08
Rehabed
176.0
8
CIPP
0.230
180.0
05/07/08
Rehabed
143.0
8
CIPP
0.230
147.0
05/08/08
Project Title: SSRP H29A Laurel Canyon Bl. & Mulholland Dr
CIP No. C552
143.0
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
222.0
131.0
169.0
Award Date: 05/07/08
Completion Date: 06/07/09
4700502647005027A
ALLENWOOD RD
VCP
1957
C
Rehabed
68.0
VCP
8
194.0
12/01/08
4700509847005097A
ARLENE TR
VCP
1926
D
Rehabed
138.0
VCP
8
142.0
12/19/08
4700510047005099A
ARLENE TR
VCP
1926
D
R&R
44.0
4700510247005100A
ARLENE TR
VCP
1926
C
Rehabed
4700205147002057A
BRIAR SUMMIT DR
VCP
1957
C
Rehabed
4700509147005079A
BURROUGHS RD
VCP
1950
B
Rehabed
6.0
VCP
8
214.0
12/11/08
4700500547001074A
CHARL PL
VCP
1960
C
Rehabed
17.0
VCP
8
283.0
11/24/08
4700503947005040A
EASTWOOD RD
VCP
1956
C
Rehabed
8
CIPP
0.230
144.0
05/06/09
4700107047001071A
EDWIN DR
VCP
1962
C
Rehabed
8.0
VCP
8
CIPP
0.230
184.0
04/14/09
4700107147001072A
EDWIN DR
VCP
1962
D
Rehabed
25.0
VCP
8
277.0
11/20/08
4700107647001077A
EDWIN DR
VCP
1960
B
Rehabed
8.0
VCP
8
194.0
11/20/08
4700108247001070A
EDWIN DR
VCP
1962
B
Rehabed
12.0
238.0
VCP
8
242.0
04/14/09
4700506147005057A
GREEN VIEW PL
VCP
1960
B
Rehabed
12.0
174.0
VCP
4700505147005052A
GREENVALLEY RD
VCP
1960
B
Rehabed
4700506847005071A
GREENVALLEY RD
VCP
1926
D
Rehabed
4700608647006085A
HERCULES DR
VCP
1966
B
Rehabed
18.0
VCP
8
4700608747006086A
HERCULES DR
VCP
1966
B
Rehabed
25.0
VCP
8
196.0
02/25/09
4700518247005161A
HERMITS GLEN
VCP
1958
C
Rehabed
12.0
VCP
8
210.0
04/30/09
4700523547005182A
HERMITS GLEN
VCP
1958
C
Rehabed
136.0
8
CIPP
0.230
140.0
04/30/09
4700512647005127A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
170.0
8
CIPP
0.230
174.0
04/16/09
4700512747005137A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
04/16/09
4700513447005135A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
4700513547005126A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
4700513647005137A
HOLLYWOOD HILLS RD
VCP
1926
C
Rehabed
4700513847005128A
HOLLYWOOD HILLS RD
VCP
1926
B
Rehabed
4700513947005132A
HOLLYWOOD HILLS RD
VCP
1928
C
Rehabed
4700514247005172A
HOLLYWOOD HILLS RD
VCP
1926
C
Rehabed
4700514347005142A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
62.0
4700514447005143A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
4700515647005144A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
4700515747005156A
HOLLYWOOD HILLS RD
VCP
1926
D
Rehabed
12.0
117.0
4700518447005185A
HOLLYWOOD HILLS RD
VCP
1926
C
Rehabed
6.0
40.0
4700518547005138A
HOLLYWOOD HILLS RD
VCP
1958
B
Rehabed
8.0
VCP 102.0 273.0
140.0 180.0
269.0 144.0
206.0
108.0 8.0
88.0
VCP
244.0 43.0 24.0
VCP 194.0
103.0
48.0
12/29/08
8
8 CIPP
0.230
106.0
05/08/09
8
CIPP
0.230
277.0
05/06/08
CIPP
0.230
8
CIPP
0.230
178.0
04/29/09
8
CIPP
0.230
273.0
04/15/09
8
CIPP
0.270
148.0
04/15/09
315.0
02/25/09
CIPP
0.230
8
CIPP
0.230
112.0
8
CIPP
0.270
92.0
04/16/09
8
CIPP
0.270
248.0
04/16/09
8
CIPP
0.270
47.0
02/02/09
8
226.0
01/21/09
8
CIPP
0.230
198.0
04/13/09
8
CIPP
0.230
283.0
05/22/09
8
CIPP
0.270
66.0
04/20/09
92.0
8
CIPP
0.270
96.0
04/20/09
47.0
8
CIPP
0.230
51.0
04/17/09
VCP
8
CIPP
0.230
121.0
04/17/09
VCP
8
CIPP
0.230
44.0
04/10/09
VCP
8
138.0
01/13/09
279.0
VCP
11 of 24
Note 35
Note 35 Additions
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
4700610547006104A
HORSESHOE CYN RD
VCP
1939
C
Rehabed
25.0
8
CIPP
0.230
29.0
04/22/09
4700616147006105A
HORSESHOE CYN RD
VCP
1939
C
Rehabed
179.0
8
CIPP
0.230
183.0
04/22/09
4700209047002091A
LAUREL CANYON BL
VCP
1926
B
Rehabed
6.0
162.0
04/21/09
4700209147002092A
LAUREL CANYON BL
VCP
1926
C
Rehabed
6.0
152.0
CIPP
0.230
156.0
05/11/09
4700209247002109A
LAUREL CANYON BL
VCP
1926
C
Rehabed
4700600247006001A
LAUREL CANYON BL
VCP
1926
C
Rehabed
18.0
214.0
4700608947006090A
LAUREL CANYON BL
VCP
1926
B
Rehabed
16.0
4700614647010008A
LAUREL CANYON BL
CON
1928
C
Rehabed
212.0
4700210347002107A
LAUREL CANYON BL R/W
VCP
1926
C
Rehabed
4700210747002115A
LAUREL CANYON BL R/W
VCP
1926
C
Rehabed
4700613247006136A
LAURELMONT DR
VCP
1955
B
Rehabed
4700614747006146A
LAURELMONT DR
CON
1926
C
Rehabed
4700614847006147A
LAURELMONT DR
VCP
1926
D
Rehabed
4700610247006103A
LOOKOUT MOUNTAIN AV
VCP
1928
B
Rehabed
4700610847006109A
LOOKOUT MOUNTAIN AV
VCP
1928
B
Rehabed
4700610947006110A
LOOKOUT MOUNTAIN AV
VCP
1928
D
Rehabed
8.0
131.0
VCP
8
CIPP
0.230
135.0
05/11/09
4700210047002099A
LULU GLEN DR
VCP
1976
B
Rehabed
12.0
487.0
VCP
8
CIPP
0.230
491.0
05/28/09
4700513347005114A
MARISCAL LN
VCP
1928
B
Rehabed
31.0
VCP
8
184.0
01/06/09
4700514147005133A
MARISCAL LN
VCP
1928
B
Rehabed
7.0
VCP
8
116.0
12/31/08
4700608347006084A
MT OLYMPUS DR
VCP
1966
B
Rehabed
56.0
VCP
8
178.0
02/24/09
4700608447006085A
MT OLYMPUS DR
VCP
1966
B
Rehabed
10.0
VCP
8
90.0
02/23/09
4700609447006112A
MT OLYMPUS DR
VCP
1966
D
Rehabed
87.0
VCP
8
400.0
03/03/09
4700612347006134A
MT OLYMPUS DR
VCP
1966
D
Rehabed
8
CIPP
0.270
268.0
05/01/09
4700613947010004A
MT OLYMPUS DR
VCP
1965
C
Rehabed
28.0
VCP
8
CIPP
0.230
373.0
05/21/09
4700106147001062A
MULHOLLAND DR
VCP
1960
B
Rehabed
23.0
244.0
04/20/09
4700106547001066A
MULHOLLAND DR
VCP
1959
C
Rehabed
8
CIPP
0.230
283.0
05/07/09
4700206147002062A
MULHOLLAND TER
VCP
1955
C
Rehabed
25.0
VCP
8
CIPP
0.230
320.0
05/12/09
4700506447005065A
OAKWILDE LN
VCP
1926
B
Rehabed
6.0
VCP
8
180.0
12/31/08
4700614147006140A
OCEANUS DR
VCP
1965
B
Rehabed
31.0
VCP
8
200.0
03/09/09
4700205247002058A
OKEAN PL
VCP
1957
C
Rehabed
31.0
VCP
8
200.0
02/12/09
4700207147002058A
OKEAN TR
VCP
1957
B
Rehabed
8.0
157.0
VCP
8
CIPP
0.230
161.0
04/29/09
4700105847001059A
SKYLINE DR
VCP
1962
D
Rehabed
28.0
215.0
VCP
8
CIPP
0.290
219.0
04/03/09
4700105947001060A
SKYLINE DR
VCP
1962
B
Rehabed
8
CIPP
0.290
296.0
01/30/09
4700500447001073A
SKYLINE DR
VCP
1962
B
Rehabed
8
CIPP
0.230
266.0
05/29/09
4700501147005012A
SKYLINE DR
VCP
1962
D
Rehabed
160.0
8
CIPP
0.290
164.0
03/30/09
4700507247005070A
SKYLINE DR
VCP
1926
D
Rehabed
169.0
8
CIPP
0.270
173.0
05/06/09
4700507447005075A
SKYLINE DR
VCP
1926
B
Rehabed
8
CIPP
0.230
122.0
05/06/09
4700508147005066A
SKYLINE DR
VCP
1926
B
Rehabed
221.0
8
CIPP
0.230
225.0
04/16/09
4700508747005086A
SKYLINE DR
VCP
1926
C
Rehabed
95.0
8
CIPP
0.230
99.0
04/28/09
4700509547005107A
SKYLINE DR
VCP
1926
D
Rehabed
159.0
8
CIPP
0.270
163.0
05/28/09
4700510747005111A
SKYLINE DR
VCP
1928
D
Rehabed
139.0
8
CIPP
0.230
143.0
05/28/09
4700517647005170A
SUNSET CREST DR
VCP
1956
D
Rehabed
333.0
01/21/09
4700515147005152A
SUNSET HEIGHTS DR
VCP
1926
D
Rehabed
4700516447005149A
SUNSET HEIGHTS DR
VCP
1926
D
Rehabed
4700516547005164A
SUNSET HEIGHTS DR
VCP
1961
D
Rehabed
66.0
8
CIPP
0.290
70.0
03/31/09
4700516647005167A
SUNSET HEIGHTS DR
VCP
1926
C
Rehabed
141.0
8
CIPP
0.230
145.0
05/26/09
4700516747005151A
SUNSET HEIGHTS DR
VCP
1926
B
Rehabed
8
CIPP
0.290
245.0
04/02/09
4700516847005169A
SUNSET HEIGHTS DR
VCP
1926
B
Rehabed
130.0
8
CIPP
0.230
134.0
05/26/09
4700516947005152A
SUNSET HEIGHTS DR
VCP
1926
D
Rehabed
116.0
8
CIPP
0.230
120.0
05/26/09
4700605047006049A
THAMES PL
VCP
1948
D
Rehabed
8
CIPP
0.230
105.0
05/20/09
4700616447006052A
THAMES PL
VCP
1948
B
Rehabed
8
CIPP
0.230
93.0
05/19/09
4700607947006086A
VULCAN DR
VCP
1966
D
R&R
96.0
100.0
02/27/09
4700600947006008A
WILLOW GLEN RD
VCP
1948
B
Rehabed
6.0
4700601347006009A
WILLOW GLEN RD
VCP
1948
D
Rehabed
53.0
4700601847006013A
WILLOW GLEN RD
VCP
1948
D
Rehabed
4700602947006028A
WILLOW GLEN RD
VCP
1965
C
Rehabed
4700603747006038A
WILLOW GLEN RD
VCP
1948
D
Rehabed
VCP
8
VCP
8 8
CIPP
0.230
195.0
05/11/09
VCP
8
CIPP
0.270
218.0
05/13/09
73.0
04/30/09
8
CIPP
0.270
216.0
04/13/09
249.0
8
CIPP
0.230
253.0
05/12/09
191.0
8
CIPP
0.230
195.0
05/12/09
8
CIPP
0.230
196.0
03/10/09
116.0
8
CIPP
0.020
120.0
05/07/09
99.0
8
CIPP
0.270
103.0
04/03/09
141.0
8.0
VCP
192.0
73.0
VCP
VCP 122.0
VCP 279.0 319.0
296.0 12.0
12.0
262.0
118.0
58.0
VCP
VCP
VCP 54.0
10.0
22.0
6.0
66.0
241.0
101.0
VCP
VCP
VCP
89.0
19.0
8 8
264.0 369.0
8
CIPP
0.230
8
8
287.0
04/29/09
126.0
05/11/09
8
CIPP
0.270
58.0
04/13/09
8
CIPP
0.290
70.0
03/31/09
VCP
8
VCP
8
CIPP
0.230
57.0
05/26/09
8
CIPP
0.290
57.0
03/30/09
83.0
8
CIPP
0.290
87.0
03/30/09
68.0
8
CIPP
0.230
72.0
04/10/08
8
CIPP
0.230
83.0
05/28/09
53.0
79.0
VCP
12 of 24
COMMENTS
New MH
Defective Liner Repaired
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
74.0
REACH COMPLETION DATE
4700608147006082A
WILLOW GLEN RD
VCP
1948
C
Rehabed
8
CIPP
0.230
78.0
04/10/09
4700514747005122A
WONDERLAND AV
VCP
1928
D
Rehabed
34.0
237.0
VCP
8
CIPP
0.230
241.0
05/27/09
4700516047005161A
WONDERLAND AV
VCP
1928
B
Rehabed
12.0
231.0
VCP
8
CIPP
0.230
235.0
05/29/09
4700516147005162A
WONDERLAND AV
VCP
1928
C
Rehabed
9.0
112.0
VCP
8
CIPP
0.230
116.0
05/28/09
4700516247005163A
WONDERLAND AV
VCP
1928
C
Rehabed
8
CIPP
0.230
130.0
06/01/09
4700518047005181A
WONDERLAND AV
VCP
1928
C
Rehabed
4700518147005158A
WONDERLAND AV
VCP
1928
C
4700610147006102A
WONDERLAND AV
VCP
1928
B
4700514647005147A
WONDERLAND AVE
VCP
1928
4700516347005146A
WONDERLAND AVE
VCP
4700505547005080A
WONDERLAND PK AV
VCP
4700510847005109A
WONDERLAND PK AV
4700511047005111A
126.0 25.0
218.0
VCP
8
CIPP
0.230
222.0
05/29/09
Rehabed
15.0
116.0
VCP
8
CIPP
0.230
120.0
04/22/09
Rehabed
139.0
VCP
8
C
Rehabed
16.0
176.0
VCP
8
CIPP
1928
C
Rehabed
50.0
219.0
VCP
8
1950
B
Rehabed
8
VCP
1950
D
Rehabed
12.0
VCP
WONDERLAND PK AV
VCP
1928
C
R&R
33.0
4700511147005112A
WONDERLAND PK AV
VCP
1928
B
Rehabed
22.0
4700511347005114A
WONDERLAND PK AV
VCP
1928
D
Rehabed
81.0
8
CIPP
0.230
85.0
05/22/09
4700511447005116A
WONDERLAND PK AV
VCP
1928
C
Rehabed
147.0
8
CIPP
0.230
151.0
04/22/09
4700514547005159A
WONDERLAND PK AV
VCP
1926
C
Rehabed
8
CIPP
0.230
170.0
05/13/09
4700208447002083A
WOODROW WILSON DR
VCP
1948
B
Rehabed
8
CIPP
0.230
204.0
05/07/09
4700208547002084A
WOODROW WILSON DR
VCP
1948
D
Rehabed
36.0
VCP
8
138.0
02/20/09
4700614347006149A
WYNDHAM RD
VCP
1964
B
Rehabed
34.0
VCP
8
171.0
04/21/09
4700614547006144A
WYNDHAM RD
VCP
1964
B
Rehabed
8.0
VCP
8
70.0
06/07/09
4700612447006123A
ZEUS DR
VCP
1966
D
Rehabed
209.0
8
CIPP
0.270
213.0
05/01/09
4700612547006124A
ZEUS DR
VCP
1966
C
Rehabed
257.0
8
CIPP
0.230
261.0
05/21/09
Project Title: SSRP H29B Laurel Canyon Bl. & Kirkwood Dr.
CIP No. C553
249.0
05/26/09
0.230
180.0
06/02/09
CIPP
0.230
223.0
05/27/09
CIPP
0.230
305.0
02/09/09
8
240.0
12/11/08
VCP
8
37.0
01/07/09
VCP
8
165.0
05/19/09
301.0
6.0
161.0
166.0
VCP
200.0
CIPP
Award Date: 04/30/08 107.0
0.230
APPIAN WY
VCP
1933
C
Rehabed
6.0
VCP
8
4700911347009071A
APPIAN WY
VCP
1933
D
Rehabed
6.0
VCP
8
196.0
10/30/08
4701009447010081A
APPIAN WY
VCP
1933
B
Rehabed
22.0
VCP
8
140.0
10/16/08
4701009947010093A
APPIAN WY
VCP
1933
B
Rehabed
71.0
4701004747010053A
BEECH KNOLL RD
VCP
1964
B
Rehabed
10.0
139.0
PVC
0.195
111.0
4701005047010049A
BEECH KNOLL RD
VCP
1964
C
Rehabed
4701005347010050A
BEECH KNOLL RD
VCP
1964
C
Rehabed
8.0
64.0
4701019847010199A
CRESCENT HEIGHTS BL
VCP
1970
B
Rehabed
4701019947010200A
CRESCENT HEIGHTS BL
VCP
1970
B
Rehabed
4701407147014072A
CRESCENT HEIGHTS BL
VCP
1949
C
Rehabed
8.0
4701104447011039A
ELECTRA DR
VCP
1964
D
Rehabed
9.0
4701501047015023A
FAREHOLM CT
CON
1928
D
R&R
58.0
4701109747011096A
FAREHOLM DR
CON
1928
D
Rehabed
8.0
4701109847011097A
FAREHOLM DR
VCP
1928
D
Rehabed
8.0
49.0
VCP
8
PVC
0.195
53.0
01/27/09
4701500947011098A
FAREHOLM DR
CON
1928
D
Rehabed
33.0
143.0
VCP
8
PVC
0.195
147.0
01/27/09
4701501247015030A
FAREHOLM DR
CON
1928
D
Rehabed
6.0
105.0
VCP
8
PVC
0.195
109.0
01/23/09
4701502647015023A
FAREHOLM DR
CON
1928
D
R&R
99.0
VCP
8
4701502747015026A
FAREHOLM DR
CON
1928
C
Rehabed
4701502847015027A
FAREHOLM DR
CON
1928
C
Rehabed
4701502947015028A
FAREHOLM DR
CON
1928
D
Rehabed
4701503047015029A
FAREHOLM DR
CON
1928
D
Rehabed
4701501147015012A
FLORAL AV
CON
1928
D
Rehabed
4701013847010147A
GOULD AV
VCP
1928
B
Rehabed
4701014847010149A
GOULD AV
VCP
1928
B
Rehabed
4701014947010150A
GOULD AV
CON
1929
C
Rehabed
4701101447011019A
HERCULES DR
VCP
1964
C
Rehabed
4701403247014026A
HILLSIDE AVE
VCP
Unknown
D
4700902547009026A
HOLLY PL
VCP
Unknown
D
4700902647009030A
HOLLY PL
VCP
Unknown
D
Rehabed
4701407447014075A
HOLLYWOOD BL
CON
1928
C
Rehabed
157.0
8
PVC
4701407647015080A
HOLLYWOOD BL
CON
1928
D
Rehabed
226.0
8
PVC
4701508047015078A
HOLLYWOOD BL
CON
1928
B
Rehabed
4701012847010127A
HONEY DR
CON
1928
D
Rehabed
VCP
8 8 8
PVC
0.195
60.0
12/22/08
VCP
8
PVC
0.195
68.0
12/22/08
14.0
VCP
8
271.0
02/24/09
16.0
VCP
8
347.0
01/07/09
50.0
VCP
8
PVC
0.195
54.0
01/12/09
243.0
VCP
8
PVC
0.195
247.0
01/28/09
VCP
8
VCP
8
56.0
26.0
8
96.0 58.0
89.0
PVC
PVC
PVC
0.195
0.195
260.0
10/27/08
143.0
03/23/09
62.0
02/19/09
174.0
05/26/09
103.0
01/08/09
0.195
29.0
12/11/08
8
PVC
0.195
100.0
12/11/08
8
PVC
0.195
62.0
01/14/09
8
PVC
0.195
57.0
01/14/09
8
PVC
0.195
93.0
01/20/09
8
PVC
0.195
90.0
03/11/09
VCP
8
PVC
0.195
287.0
05/22/09
VCP
53.0 10.0
VCP
86.0 15.0
283.0
8
PVC
0.195
25.0
05/22/09
25.0
315.0
VCP
8
PVC
0.195
319.0
01/26/09
Rehabed
32.0
121.0
VCP
8
PVC
0.195
125.0
01/30/09
Rehabed
51.0
VCP
8
170.0
01/14/09
26.0
VCP
8
270.0
02/23/09
0.195
161.0
04/01/09
0.195
230.0
06/15/09
21.0
289.0 6.0
156.0
U/S MH is at 6+71.04 and not 6+82.69
12/23/08
VCP
9.0
Delete liner
Completion Date: 06/15/09
4700907347009074A
170.0
COMMENTS
VCP
8
PVC
0.195
293.0
05/29/09
8
PVC
0.195
160.0
12/15/08
13 of 24
Stations Incorrect
aka Helios Drive
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW 10.0
LINE (LF) 151.0
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT) VCP
REACH COMPLETION DATE
4701105747010128A
HONEY DR
CON
1928
C
Rehabed
4701004447010045A
KEW DR
VCP
1964
B
Rehabed
4701013347010123A
KIRKWOOD DR
CON
1928
D
Rehabed
19.0
142.0
4701013947010133A
KIRKWOOD DR
CON
1928
C
Rehabed
14.0
4701018447010177A
KIRKWOOD DR
VCP
1926
C
Rehabed
32.0
4701018847010189A
KIRKWOOD DR
VCP
1926
C
Rehabed
40.0
4701018947010190A
KIRKWOOD DR
VCP
1926
C
Rehabed
6.0
262.0
VCP
8
PVC
0.195
266.0
04/03/09
4701019047010191A
KIRKWOOD DR
VCP
1926
C
Rehabed
18.0
199.0
VCP
8
PVC
0.195
203.0
03/24/09
4701019147010192A
KIRKWOOD DR
VCP
1926
B
Rehabed
8
PVC
0.195
121.0
10/22/08
4701019247010209A
KIRKWOOD DR
VCP
1926
B
Rehabed
14.0
135.0
VCP
8
PVC
0.195
139.0
11/05/08
4701020947010184A
KIRKWOOD DR
VCP
Unknown
D
Rehabed
10.0
95.0
VCP
8
PVC
0.195
99.0
10/27/08
4701001847010023A
LAUREL CYN BL
CON
1928
D
Rehabed
12.0
187.0
VCP
8
PVC
0.195
191.0
05/01/09
4701002347010024A
LAUREL CYN BL
CON
1928
C
Rehabed
160.0
8
PVC
0.195
164.0
04/23/09
4701004047010041A
LAUREL CYN BL
CON
1928
B
Rehabed
104.0
8
PVC
0.195
108.0
04/29/09
4701004147010042A
LAUREL CYN BL
CON
1928
B
Rehabed
93.0
8
PVC
0.195
97.0
04/28/09
4701004247010054A
LAUREL CYN BL
CON
1928
B
Rehabed
67.0
VCP
10
144.0
06/01/09
4701005647010064A
LAUREL CYN BL
CON
1928
C
R&R
224.0
VCP
8
228.0
03/31/09
4701006947010089A
LAUREL CYN BL
CON
1928
C
Rehabed
25.0
194.0
VCP
8
PVC
0.195
198.0
12/16/08
4701008847010090A
LAUREL CYN BL
CON
1928
B
Rehabed
6.0
164.0
VCP
8
PVC
0.195
168.0
01/30/09
4701008947010091A
LAUREL CYN BL
CON
1928
D
Rehabed
8
PVC
0.195
162.0
02/02/09
4701009047010112A
LAUREL CYN BL
CON
1928
B
Rehabed
12.0
209.0
VCP
8
PVC
0.195
213.0
04/20/09
4701009147010113A
LAUREL CYN BL
CON
1928
D
Rehabed
14.0
194.0
VCP
8
PVC
0.195
198.0
02/03/09
4701011347010115A
LAUREL CYN BL
CON
1928
B
Rehabed
9.0
151.0
VCP
8
PVC
0.195
155.0
06/01/09
4701011447010150A
LAUREL CYN BL
CON
1928
B
Rehabed
6.0
265.0
VCP
8
PVC
0.195
269.0
04/17/09
4701015147010176A
LAUREL CYN BL
CON
1928
B
Rehabed
14.0
249.0
VCP
8
PVC
0.195
253.0
06/09/09
4701017547010183A
LAUREL CYN BL
CON
1928
B
Rehabed
8
PVC
0.195
350.0
04/16/09
4701018347011090A
LAUREL CYN BL
CON
1928
C
Rehabed
6.0
343.0
VCP
8
PVC
0.195
347.0
04/15/09
4701106747011071A
LAUREL CYN BL
CON
1928
D
Rehabed
15.0
91.0
VCP
8
PVC
0.195
95.0
05/05/09
4701107147011084A
LAUREL CYN BL
CON
1928
B
Rehabed
12.0
178.0
VCP
8
PVC
0.195
182.0
06/02/09
4701108447011096A
LAUREL CYN BL
CON
1928
C
Rehabed
8
PVC
0.195
276.0
06/03/09
4701109647015022A
LAUREL CYN BL
CON
1928
C
Rehabed
18.0
219.0
VCP
8
PVC
0.195
223.0
06/08/09
4701502247015059A
LAUREL CYN BL
CON
1928
C
Rehabed
193.0
10
PVC
0.195
197.0
04/14/09
4701519847015022A
LAUREL CYN BL
CON
1928
C
Rehabed
56.0
8
PVC
0.195
77.0
04/30/09
4701402747014035A
LAUREL VIEW DR
VCP
1952
B
Rehabed
32.0
167.0
01/06/09
4701403447014052A
LAUREL VIEW DR
VCP
1949
D
Rehabed
6.0
01/21/09
4701403547014041A
LAUREL VIEW DR
VCP
1952
C
Rehabed
8.0
4701404147014034A
LAUREL VIEW DR
VCP
1952
B
Rehabed
4701405147014050A
LAUREL VIEW DR
VCP
1949
D
4701405247014051A
LAUREL VIEW DR
VCP
1949
D
4700901147009001A
LOOKOUT MOUNTAIN AV
VCP
Unknown
4700901847009011A
LOOKOUT MOUNTAIN AV
VCP
4700902347009018A
LOOKOUT MOUNTAIN AV
VCP
4700903547009031A
LOOKOUT MOUNTAIN AV
4700903747009038A
8
PVC
0.195
155.0
12/15/08
aka Helios Drive
8
PVC
0.195
57.0
12/12/08
R&R deleted
VCP
8
PVC
0.195
146.0
12/01/08
112.0
VCP
8
PVC
0.195
116.0
04/02/09
279.0
VCP
8
PVC
0.195
283.0
02/23/09
144.0
VCP
8
PVC
0.195
148.0
11/04/08
53.0
117.0
158.0
346.0
272.0
VCP
8
137.0
VCP
8
PVC
0.195
141.0
182.0
VCP
8
PVC
0.195
186.0
01/22/09
18.0
267.0
VCP
8
PVC
0.195
271.0
01/30/09
Rehabed
49.0
144.0
VCP
8
PVC
0.195
148.0
01/21/09
Rehabed
44.0
VCP
8
C
Rehabed
12.0
317.0
VCP
8
PVC
Unknown
C
Rehabed
16.0
120.0
VCP
8
Unknown
C
Rehabed
193.0
8
VCP
Unknown
B
Rehabed
130.0
8
LOOKOUT MOUNTAIN AV
VCP
Unknown
C
Rehabed
4700904147009035A
LOOKOUT MOUNTAIN AV
VCP
Unknown
C
Rehabed
4700904247009041A
LOOKOUT MOUNTAIN AV
VCP
Unknown
B
Rehabed
4700904947009042A
LOOKOUT MOUNTAIN AV
VCP
Unknown
C
Rehabed
4700905447009049A
LOOKOUT MOUNTAIN AV
VCP
Unknown
C
Rehabed
27.0
4700905747009054A
LOOKOUT MOUNTAIN AV
VCP
Unknown
B
Rehabed
12.0
4700906047009059A
LOOKOUT MOUNTAIN AV
VCP
Unknown
D
Rehabed
6.0
4701011047010124A
MANNIX DR
VCP
1954
D
Rehabed
6.0
141.0
VCP
8
PVC
0.195
145.0
10/28/08
4701013647010141A
MANNIX DR
VCP
1954
B
Rehabed
21.0
147.0
VCP
8
PVC
0.195
151.0
01/13/09
4701014047010166A
MANNIX DR
VCP
1954
D
Rehabed
144.0
8
PVC
0.195
149.0
05/28/09
4701014247010125A
MANNIX DR
VCP
1954
C
Rehabed
207.0
8
PVC
0.195
211.0
05/27/09
4701016647010172A
MANNIX DR
VCP
1954
C
Rehabed
8
PVC
0.195
139.0
02/11/09
4701016947010142A
MANNIX DR
VCP
1954
C
Rehabed
91.0
8
PVC
0.195
95.0
11/06/08
4701017247010171A
MANNIX DR
VCP
1954
C
Rehabed
29.0
8
PVC
0.195
33.0
02/09/09
44.0 159.0 8.0
VCP
8
VCP
8
76.0
135.0
01/05/09
0.195
320.0
04/09/09
PVC
0.195
124.0
01/15/09
PVC
0.195
196.0
11/25/08
PVC
0.195
134.0
11/12/08
91.0
12/30/08 11/24/08
0.195
163.0 60.0
03/05/09
8
PVC
0.195
201.0
10/29/08
VCP
8
PVC
0.195
284.0
01/29/09
VCP
8
VCP
8
VCP
280.0
47.0
PVC
197.0
6.0
COMMENTS
VCP
8
14 of 24
PVC
0.195
99.0
11/06/08
80.0
02/20/09
Stations Incorrect
Lining Deleted
Delete R & R
Stations Incorrect
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
4701408347014070A
MARLAY DR
VCP
1960
B
Rehabed
8
PVC
0.195
131.0
01/12/09
4701409847014099A
MARLAY DR
VCP
1960
D
Rehabed
6.0
146.0
VCP
8
PVC
0.195
150.0
01/19/09
4701410147014083A
MARLAY DR
VCP
1960
C
Rehabed
6.0
260.0
VCP
8
PVC
0.195
264.0
01/19/09
4701102647011038A
MT OLYMPUS DR
VCP
1964
C
Rehabed
247.0
8
PVC
0.195
251.0
12/03/08
4701108547011084A
MT OLYMPUS DR
CON
1928
D
Rehabed
86.0
8
PVC
0.195
90.0
05/06/09
4701012947010117A
NASH DR
VCP
1967
B
Rehabed
12.0
218.0
10/02/08
4701018547010187A
OAK CT
VCP
1959
B
Rehabed
8.0
03/10/09
4700905047009037A
OAKSTONE WY
VCP
Unknown
B
Rehabed
4701001947010026A
PERCIVAL PL
CON
1928
B
Rehabed
19.0
4701002647010027A
PERCIVAL PL
CON
1928
C
Rehabed
12.0
4701109147011085A
PROSPECT DR
CON
1928
D
Rehabed
4700900647005183A
RIDGEMONT DR
VCP
Unknown
C
Rehabed
4701015347010154A
RIDPATH DR
VCP
1928
D
Rehabed
4701016047010161A
RIDPATH DR
VCP
1928
C
Rehabed
76.0
4701016547010170A
RIDPATH DR
CON
1928
B
Rehabed
10.0
168.0
4700904847009042A
ROSILLA PL
VCP
Unknown
D
Rehabed
4700905147009048A
ROSILLA PL
VCP
Unknown
D
Rehabed
18.0
146.0
4700905247009051A
ROSILLA PL
VCP
Unknown
D
Rehabed
4701005747010058A
ROTHDELL TR
CON
1928
C
Rehabed
4701005947010057A
ROTHDELL TR
CON
1928
D
Rehabed
4701006047010059A
ROTHDELL TR
CON
1928
D
Rehabed
21.0
103.0
4701006147010060A
ROTHDELL TR
CON
1928
C
Rehabed
29.0
129.0
4701000547006142A
STANLEY HILLS DR
VCP
1929
C
Rehabed
4701001547010005A
STANLEY HILLS DR
VCP
1929
C
Rehabed
41.0
146.0
4701003547010032A
STANLEY HILLS DR
VCP
1928
B
Rehabed
32.0
4701007247010073A
STANLEY HILLS DR
VCP
1929
B
Rehabed
12.0
4701008047010072A
STANLEY HILLS DR
VCP
1929
B
Rehabed
4700900347009004A
SUNSET CREST PL
VCP
1956
B
4701008247010083A
WEEPAH WY
VCP
1948
D
4701012147010131A
WEEPAH WY
VCP
1948
4701107347011072A
WOODLAND LN
VCP
1928
4701000647010016A
WYNDHAM RD
VCP
1964
C
Rehabed
18.0
4701001647010015A
WYNDHAM RD
VCP
1964
C
Rehabed
6.0
165.0
VCP
8
VCP
8
PVC
0.195
169.0
8
PVC
0.195
275.0
11/13/08
253.0
12/26/08 12/11/08
271.0 188.0
VCP
8
PVC
0.195
56.0
VCP
8
PVC
0.195
60.0
8
PVC
0.195
253.0
12/26/08
VCP
8
PVC
0.195
330.0
06/10/09
8
PVC
0.195
88.0
11/10/08
VCP
8
VCP
8
PVC
8
PVC
0.195
240.0
10/15/08
VCP
8
PVC
0.195
150.0
02/17/09
31.0
8
PVC
0.195
35.0
02/02/09
41.0
8
PVC
0.195
45.0
02/19/09
56.0
8
PVC
0.195
60.0
12/30/08
VCP
8
PVC
0.195
107.0
12/30/08
VCP
8
PVC
0.195
133.0
12/29/08
8
PVC
0.195
300.0
12/18/08
VCP
8
PVC
0.195
150.0
12/04/08
346.0
VCP
8
PVC
0.195
350.0
12/19/08
119.0
VCP
8
PVC
0.195
123.0
12/24/08
45.0
VCP
8
166.0
11/04/08
Rehabed
51.0
VCP
8
320.0
01/13/09
Rehabed
12.0
80.0
VCP
8
0.195
84.0
12/10/08
B
Rehabed
6.0
162.0
VCP
B
Rehabed
Project Title: SSRP P03A Golden State & 10 FWY
CIP No. C754
127.0
REACH COMPLETION DATE
249.0 22.0
326.0 85.0
236.0
296.0
82.0
54.0
PVC
0.195
166.0
12/17/08
PVC
0.195
86.0
02/12/09
210.0
11/03/08
58.0
11/20/08
VCP
8
VCP
8
PVC
0.195
CLEMENT ST
VCP
1914
C
R&R
376.0
MISSION RD
VCP
1914
B
Rehabed
10.0
272.0
5150207851502092A
KINGSTON AV
VCP
1916
B
Rehabed
5150600851502129A
STATE ST
VCP
1911
D
Rehabed
29.0
190.0
VCP
8
VCP
8 8
CIPP
0.230
320.0
09/16/08
VCP
8
CIPP
0.230
194.0
09/08/08
5150602851505049A
CESAR E CHAVEZ AV
VCP
1904
D
Rehabed
5150604151506040A
SHERIDAN ST
CON
1923
B
Rehabed
9.0
VCP
8 8
CIPP
0.230
260.0
09/05/08
255.0
5150604251506043A
ST LOUIS ST
VCP
1913
A
R&R
206.0
VCP
05/20/08
8
210.0
5150604451506043A
CITY VIEW AV
VCP
1913
B
R&R
251.0
05/16/08
VCP
8
255.0
5150702551506027A
JUDSON ST
VCP
1913
B
Rehabed
46.0
05/15/08
VCP
6
256.0
06/16/08
316.0
256.0
CIPP
Award Date: 01/30/08
0.230
380.0
05/22/08
276.0
09/04/08
Completion Date: 05/26/09
5150301851503026A
RICARDO ST
CON
1925
D
R&R
5150302751503036A
TREMONT ST
CON
1925
D
Rehabed
VCP
5150305351503059A
SOTO ST
CON
1925
C
Rehabed
190.0
8
CIPP
0.230
194.0
08/28/08
5150305451503053A
LANCASTER AV
CON
1925
C
Rehabed
182.0
8
CIPP
0.230
186.0
09/22/08
5150305551503060A
RICARDO ST
CON
1925
D
Rehabed
211.0
8
CIPP
0.230
177.0
08/29/08
5150305951503066A
SOTO ST
CON
1925
C
Rehabed
173.0
8
CIPP
0.230
215.0
09/15/08
5150306051503054A
LANCASTER AV
CON
1925
C
Rehabed
182.0
8
CIPP
0.230
177.0
10/06/08
5150306451503075A
CHARLOTTE ST
VCP
1913
C
Rehabed
186.0
05/02/08
5150306551503089A
SOTO ST
CON
1925
C
Rehabed
346.0
8
CIPP
0.230
350.0
09/02/08
5150306651503065A
SOTO ST
CON
1925
D
Rehabed
145.0
8
CIPP
0.230
150.0
09/12/08
5150306751503066A
ZONAL AV
CON
1925
D
Rehabed
255.0
6
CIPP
0.230
258.7
04/08/09
5150306851503080A
ZONAL AV
VCP
1915
D
Rehabed
9.0
VCP
6
264.5
05/05/08
5150307451503086A
CHICAGO ST
VCP
1913
B
R&R
230.0
VCP
8
234.0
05/01/08
305.0
86.0
R & R Deleted
Completion Date: 05/26/09
5150204951502034A
266.0
11/18/08
8
Award Date: 01/30/08
Project Title: SSRP P03B Soto St & 10 FWY
10/01/08
172.0
8
5150204551502056A
CIP No. C755
PVC
0.195
259.0
COMMENTS
8 8
VCP
CIPP
0.230
6
15 of 24
270.3
05/01/08
309.0
09/24/08
Adjusted per Note 35
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
5150307651503075A
CORNWELL ST
VCP
1913
B
Rehabed
8.0
5150308651503095A
CHICAGO ST
VCP
1913
C
R&R
236.0
5150308751503096A
CORNWELL ST
VCP
1913
D
Rehabed
28.0
5150309551503104A
CHICAGO ST
VCP
1913
D
R&R
196.0
5150309951503105A
CHELSEA ST
VCP
1915
C
Rehabed
35.0
8
CIPP
5150314851503166A
TREMONT ST R/W
VCP
1915
B
Rehabed
236.0
15
CIPP
5150316651503165A
FICKETT ST R/W
VCP
1915
B
Rehabed
306.0
15
5150318951503060A
RICARDO ST
CON
1925
D
Rehabed
211.0
8
5150700651507005A
BARLOW ST
VCP
1913
B
Rehabed
20.0
VCP
5150701651507017A
POMEROY AV
VCP
1914
B
R&R
235.0
VCP
5150702451507023A
EVERGREEN AV
VCP
1914
B
Rehabed
28.0
VCP
5150702651507027A
CORNWELL ST
VCP
1913
B
Rehabed
9.0
VCP
5150703751507013A
GANAHL ST
VCP
1914
B
Rehabed
9.0
5150703851507037A
GANAHL ST
VCP
1914
E
R&R
132.0
Project Title: SSRP U04A Beverlywood St. &10 FWY
CIP No. C752
237.0
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
196.0
263.0
VCP
8
VCP
8
VCP
8
VCP
8
04/08/09
240.0
05/01/08
200.0
09/25/08
200.0
05/01/08
0.230
267.0
09/26/08
0.230
240.0
10/30/08
R&R Removed from project
CIPP
0.230
310.0
10/30/08
R&R Removed from project
CIPP
0.230
164.0
09/15/08
6
295.0
06/17/08
8
239.0
05/12/08
8
32.3
05/17/08
6
334.0
06/04/08
VCP
6
137.0
05/16/08
VCP
6
136.0
05/16/08
CIPP
Award Date: 10/24/07 46.0
0.230
COMMENTS
241.0
VCP
CIPP
REACH COMPLETION DATE
0.230
Adjusted Per Note 35
Adjusted Per Note 35
Adjusted Per Note 35
Completion Date: 06/05/09
5191600651916007A
ALTMAN AV
VCP
1950
D
Rehabed
10.0
5191600751916009A
ALTMAN AV
VCP
1950
B
Rehabed
20.0
VCP
8
VCP
8
287.0
VCP
8
VCP
8
316.0
VCP
8
5191505451915055A
BANNOCKBURN DR
VCP
1929
C
Rehabed
8.0
5191505551915082A
BANNOCKBURN DR
VCP
1929
B
R&R
206.0
5191605151916073A
BARBYDELL DR
VCP
1929
C
Rehabed
19.0
5191610351916129A
BARBYDELL DR
VCP
1927
B
R&R
265.0
VCP
8
269.0
08/20/08
5191612951916145A
BARBYDELL DR
VCP
1927
D
R&R
337.0
VCP
8
341.0
08/27/08
5191613351916134A
BEVERLY DR ALLEY
VCP
1950
B
Rehabed
13.0
VCP
8
CIPP
0.177
94.0
02/13/09
5191600951916033A
BEVERWIL DR
VCP
1950
B
Rehabed
8
CIPP
0.177
341.1
02/13/09
5191606251916063A
BURGEN AV
CON
1932
C
R&R
5191606451916175A
CASTLE HEIGHTS AV
CON
1932
C
Rehabed
5191609051916111A
CASTLE HEIGHTS AV
CON
1932
B
Rehabed
52.0
242.0
VCP
8
CIPP
0.295
246.1
01/21/09
5191611151916113A
CASTLE HEIGHTS AV
VCP
1931
C
Rehabed
21.0
246.0
VCP
8
CIPP
0.177
250.3
01/16/09
5191613251916148A
CASTLE HEIGHTS AV
VCP
1931
B
Rehabed
361.0
8
CIPP
0.177
365.1
03/24/09
5191617551916078A
CASTLE HEIGHTS AV
CON
1932
C
Rehabed
178.0
8
CIPP
0.295
182.0
01/27/09
5191508351915082A
CAVENDISH DR
VCP
1929
B
Rehabed
21.0
147.0
VCP
8
CIPP
0.177
151.3
01/16/09
5191114051915027A
CHEVIOT DR
VCP
1929
B
Rehabed
12.0
306.0
VCP
8
CIPP
0.177
310.2
01/27/09
5191600351916029A
DANNYHILL DR
VCP
1951
C
Rehabed
8
CIPP
0.177
267.9
01/27/09
5191602951916052A
DANNYHILL DR
VCP
1951
D
R&R
233.0
5191502651915028A
DUNLEER DR
VCP
1929
B
Rehabed
25.0
5191502851915056A
DUNLEER DR
VCP
1929
C
Rehabed
5191508651915087A
EARLMAR DR
VCP
1951
D
R&R
217.0
5191508751915100A
EARLMAR DR
VCP
1951
D
R&R
209.0
5191510051915099A
EARLMAR DR
VCP
1951
C
Rehabed
5191600151916025A
EARLMAR DR
VCP
1951
B
Rehabed
5191511851915117A
EDITH ST
VCP
1951
B
Rehabed
5191507151915093A
GILMERTON AV
VCP
1938
D
Rehabed
12.0
195.0
5191507251915071A
GILMERTON AV
VCP
1938
B
Rehabed
10.0
257.0
5191509351915112A
GILMERTON AV
VCP
1938
B
Rehabed
5191509651915097A
MANNING AV
VCP
1929
D
R&R
296.0
5191515351916141A
MANNING AV
VCP
1926
D
Rehabed
12.0
5191614151916142A
MANNING AV
VCP
1926
C
Rehabed
42.0
5191614251916143A
MANNING AV
VCP
1955
B
R&R
235.0
5191515251915151A
MANNING AV R/W
CON
1955
B
Rehabed
5191513551915153A
MANNING CT
VCP
1946
B
Rehabed
5191612851915135A
MANNING CT
VCP
1946
B
Rehabed
16.0
VCP
8
300.4
11/17/08
5191600451916022A
MCCONNELL DR
VCP
1951
B
R&R
163.0
VCP
8
167.2
09/23/08
5191108151911097A
MOTOR AV
VCP
1929
B
Rehabed
13.0
346.0
VCP
8
CIPP
0.177
349.8
04/02/09
5191502451911158A
MOTOR AV
VCP
1929
B-Root
Rehabed
42.0
197.0
VCP
8
CIPP
0.177
201.1
01/27/09
5191502551915053A
MOTOR AV
VCP
1929
C
Rehabed
27.0
333.0
VCP
8
CIPP
0.177
337.3
11/25/08
5191610851916113A
NATIONAL BL
VCP
1952
B
Rehabed
266.0
8
CIPP
0.295
270.4
01/06/08
Changed to Structural
5191611551916114A
NATIONAL BL
VCP
1950
B
Rehabed
266.0
8
CIPP
0.177
270.1
01/27/09
Additional Lining
90.0 337.0
204.0
VCP 178.0
346.0
50.0
02/12/09
320.0
09/17/08 01/21/09
CIPP
0.177
291.2 216.0
10/15/08
CIPP
0.177
320.0
01/27/09
CIPP
0.295
208.0
09/08/08
182.0
01/27/09
VCP
8
236.8
10/06/08
VCP
8
CIPP
0.177
350.0
03/11/09
8
CIPP
0.177
106.7
02/24/09
222.0
08/12/08
103.0 VCP VCP 125.0 12.0
0.177
8 8
264.0
CIPP
8 8 8
213.0
08/07/08
128.8
02/24/09
343.0
08/12/08
CIPP
0.177
8
CIPP
0.177
177.9
03/24/09
VCP
8
CIPP
0.295
199.3
03/11/09
VCP
8
CIPP
0.177
260.6
03/11/09
8
CIPP
0.295
273.0
01/21/09
VCP 174.0
269.0
8
VCP
8
255.0
VCP
8
CIPP
162.0
VCP
8
CIPP
VCP
8
198.0 141.0
300.0
01/07/09
0.177
258.9
03/11/09
0.177
166.0
03/11/09
238.9
11/06/08
8
CIPP
0.177
174.5
01/27/09
8
CIPP
0.177
145.0
01/16/09
16 of 24
Unsafe Trench, 6ft of R&R deleted
R&R 103' changed to Lining 103'
Survey 2ft additional Sta
5% Deduct due poor lining work
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5191614651916145A
NATIONAL BL
VCP
1927
B
Rehabed
8.0
184.0
VCP
8
CIPP
0.177
188.3
03/24/09
5191509451915095A
NORTHVALE RD
VCP
1938
C
Rehabed
18.0
236.0
VCP
8
CIPP
0.177
239.5
03/11/09
5191511151915110A
NORTHVALE RD
VCP
1938
B
Rehabed
253.0
8
CIPP
0.177
257.4
01/16/09
5191511251915111A
NORTHVALE RD
VCP
1938
C
Rehabed
134.0
8
CIPP
0.295
138.2
03/12/09
5191613751916157A
OAKHURST AV
VCP
1950
B
Rehabed
8
CIPP
0.177
305.0
01/27/09
5191513051915152A
OVERLAND AV R/W
VCP
1938
B
Rehabed
8
CIPP
0.177
321.3
03/12/09
5191608951916110A
PROVON LN
VCP
1952
B
Rehabed
8
CIPP
0.177
301.1
03/11/09
5191610951916108A
PROVON LN
VCP
1952
B
Rehabed
7.0
5191108451911098A
QUEENSBURY DR
VCP
1929
D
Rehabed
5191608851916104A
SHELBY DR
VCP
1927
D
5191610451916130A
SHELBY DR
VCP
1927
C
5191613051916146A
SHELBY DR
VCP
1927
5191607651916077A
VICAR ST
VCP
5191517951915133A
WOODBINE ST
VCP
301.0
VCP
317.0 297.0
VCP VCP
8
152.3
09/18/08
10.0
248.0
VCP
8
CIPP
0.295
251.9
01/06/09
Rehabed
36.0
346.0
VCP
8
CIPP
0.177
350.0
03/12/09
R&R
346.0
VCP
8
C
Rehabed
8.0
196.0
VCP
8
CIPP
1927
B
Rehabed
31.0
101.0
VCP
8
1954
B
Rehabed
8
Project Title: SSRP U04B Venice Bl. & 10 FWY
CIP No. C753
7.0
27.0
178.0
350.0
09/12/08
0.177
200.0
03/11/09
CIPP
0.177
105.0
03/24/09
CIPP
0.177
182.0
01/27/09
Award Date: 10/24/07
COMMENTS
15% Deduct due to bubble
8 LF of R&R added per A.O # 1, and 3 LF for pipe cond.
Completion Date: 01/08/09
5340301353403032A
MOTOR AV
VCP
1926
B
Rehabed
54.0
326.0
VCP
8
CIPP
0.192
329.9
06/17/08
R&R completed on 3/21/2008
5340301553403407A
JASMINE AV
VCP
1926
B
Rehabed
32.0
311.0
VCP
8
CIPP
0.202
314.6
05/23/08
R&R completed on 5/14/2008
5340301753403015A
NATIONAL BL
VCP
1926
B
Rehabed
8.0
273.0
VCP
8
CIPP
0.208
276.9
05/08/08
Lining necessary. R&R completed 4/2/08
5340301953403036A
PALMS BL R/W
VCP
1926
B
Rehabed
8
CIPP
0.157
209.0
04/30/08
5340305553404144A
JASMINE AV
VCP
1926
B
Rehabed
8
CIPP
0.187
327.4
04/23/08
5340307153403094A
MENTONE AV
VCP
1926
C
R&R
321.0
VCP
8
327.4
03/04/08
5340310953403122A
MOTOR AV
VCP
1926
B
Rehabed
26.0
VCP
10
287.4
03/25/08
5340314053403154A
MENTONE AV
VCP
1926
B
Rehabed
14.0
5340315453407008A
MENTONE AV
VCP
1926
Unknown
Rehabed
5340400653404013A
EXPOSITION BL
VCP
1927
B
Rehabed
5340400853404007A
EXPOSITION BL
VCP
1927
B
Rehabed
18.0
5340402253404039A
DURANGO AV
VCP
1927
D
Rehabed
6.0
5340402553404033A
TABOR ST
VCP
1926
D
Rehabed
5340402653404024A
TABOR ST
VCP
1925
D
Rehabed
5340402853404037A
WATSEKA AV
VCP
1927
D
Rehabed
9.0
5340403353404045A
TABOR ST
VCP
1926
B
Rehabed
8.0
5340403553404048A
HANNUM DR
VCP
1925
C
R&R
5340403853404052A
CARDIFF AV
VCP
1927
D
R&R
5340404553404043A
TABOR ST
VCP
1930
B
Rehabed
5340404753404061A
HUGHES AV
VCP
1925
C
Rehabed
9.0
270.0
5340405453404066A
CANFIELD AV
VCP
1927
C
Rehabed
25.0
346.0
5340405953404071A
CLARINGTON AV
VCP
1930
B
Rehabed
5340406053404046A
DUNN DR
VCP
1926
B
Rehabed
5340407153404086A
CLARINGTON AV
VCP
1930
C
Rehabed
310.0
5340407653404092A
CARDIFF AV
VCP
1927
D
Rehabed
5340407753404076A
BAGLEY AV
VCP
1927
C
Rehabed
5340409953404111A
VINTON AV
VCP
1926
B
Rehabed
16.0
5340410253404113A
REGENT ST
CON
1929
D
Rehabed
14.0
5340410453404114A
CLARINGTON AV
VCP
1926
B
Rehabed
5340413053404131A
JASMINE AV
VCP
1926
C
Rehabed
8.0
5340413753404140A
DUNN DR
VCP
1926
B
Rehabed
23.0
5340414053408033A
DUNN DR
VCP
1926
D
Rehabed
18.0
5340700853407019A
MENTONE AV
VCP
1926
B
Rehabed
45.0
205.0 323.0
100.0
277.0
314.3
03/05/08
8
8 CIPP
0.200
296.2
05/20/08
8
CIPP
0.173
104.4
04/25/08
VCP
8
VCP
8
CIPP
8 8
238.0 184.0 VCP
8
VCP
10
282.0
VCP
345.0
VCP
268.0
276.0
32.0
229.8
03/10/08
0.173
280.7
05/05/08
CIPP
0.222
241.7
05/21/08
CIPP
0.198
188.0
05/02/08
220.8
03/13/08
272.0
05/27/08
8
286.0
02/07/08
8
348.5
02/28/08
CIPP
0.190
R&R completed on 3/7/2008
10
CIPP
0.182
279.9
05/21/08
VCP
10
CIPP
0.187
273.7
04/30/08
R&R completed on 3/11/2008
VCP
8
CIPP
0.192
350.0
05/22/08
R&R completed on 3/12/2008
8
CIPP
0.173
291.2
05/21/08
8
CIPP
0.190
320.5
05/21/08
8
CIPP
0.174
314.0
05/23/08
326.0
10
CIPP
0.186
330.2
06/19/08
336.0
10
CIPP
VCP
8
CIPP
VCP
8 8
CIPP
0.185
372.0
05/23/08
VCP
8
CIPP
0.187
299.6
05/23/08
VCP
8
289.3
03/14/08
VCP
8
288.5
03/17/08
VCP
8
296.2
05/20/08
287.0 317.0
311.0
VCP
368.0
Project Title: Emergency Sewers Repair Program FY 2008/2009
CIP No. 528
VCP 292.0
296.0
292.0 Award Date: N/A
CIPP
0.163
0.217
340.4
07/29/08
314.5
06/11/08
240.0
03/13/08
Completion Date: 06/30/09
51815082/51815083A
Burnside Av Alley (2000)
VCP
1926
F
Rehabed
12.0
VCP
8
300.0
39714193/39714192A
Etiwanda
VCP
Unknown
F
Rehabed
20.0
VCP
8
100.0
07/03/08 07/03/08
39913191/39913134A
Ranchito Ave (6800)
VCP
1952
F
Rehabed
8.0
VCP
8
201.0
07/03/08
62401057/62401058A
17th Street (242 W.)
VCP
1922
F
Rehabed
20.0
VCP
8
280.0
07/11/08
47203077/47203076A
Moraga Ave (2700)
CIP
1958
F
Rehabed
20.0
VCP
8
72.0
07/11/08
62507119/62507161A
30th Street (2700)
VCP
1940
F
Rehabed
60.0
VCP
8
300.0
07/14/08
51804014/51803037A
Hauser & 8Th St (700)
VCP
1926
F
Rehabed
10.0
VCP
8
305.0
07/14/08
43216109/43216099A
Llano Dr (5136 N.)
Unknown
1964
F
Rehabed
10.0
VCP
8
284.0
07/16/08
17 of 24
Lining necessary. R&R completed 3/31/08
R&R needed. R&R completed on 4/23/2008
R&R needed. R&R completed on 4/24/2008
R&R completed on 3/6/2008
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
46902057/46902067A
Rodgerton Drive R/W (6248)
VCP
1927
F
Rehabed
20.0
VCP
8
160.0
07/16/08
46910267/46910221A
Van Ness Ave. (1900)
VCP
Unknown
F
Rehabed
20.0
VCP
6
294.0
07/17/08
44615284/44615211A
Wilwood Dr (1500)
VCP
1926
F
Rehabed
6.0
VCP
8
89.0
07/20/08
49514130/49514115A
Daly Street (1800 blk)
VCP
Unknown
F
Rehabed
20.0
VCP
8
133.0
07/21/08
46809192/46809186A
Lyric Ave. (2444 N.)
VCP
1927
F
Rehabed
10.0
VCP
8
240.0
07/21/08
35012053/35012071A
Bradley Ave. R/W (12800)
VCP
Unknown
F
Rehabed
20.0
VCP
8
336.0
07/23/08 07/23/08
49602112/49602113A
Huntington Dr (5300 N.)
CON
1926
F
R&R
68.0
VCP
8
68.0
53614074/53614048A
Arlington Avenue (4510 S.)
VCP
Unknown
F
Rehabed
10.0
VCP
8
452.0
07/25/08
47012064/47012069A
Castilian Dr. R/W
VCP
1927
F
R&R
224.0
VCP
8
224.0
07/25/08
46802052/46802051A
Los Feliz (3000)
49102028/49102029A
Tower Grove Dr (1261)
VCP
1925
F
Rehabed
10.0
VCP
8
325.0
07/25/08
Unknown
1973
F
Rehabed
10.0
VCP
8
140.0
49503077/49503069A
07/25/08
Avenue 43 (700)
VCP
Unknown
F
Rehabed
20.0
VCP
8
209.0
07/26/08
52002194/52002085A
Sunset Bl (12340 W.)
CONC
1929
F
Rehabed
10.0
VCP
8
32.0
07/28/08
51603125/51603126A
2nd Street (1100)
Conc
1933
F
R&R
245.0
VCP
12
245.0
07/29/08
61311090/61311105A
"E" Street (922 E.)
VCP
1916
F
Rehabed
24.0
VCP
16
265.0
07/30/08
49411019/49411035A
Laveta Ter (3400) Part 1
VCP
1911
F
R&R
110.0
VCP
6
110.0
07/30/08
New Reach A
Laveta Terrace (1300), R-2
N/A
N/A
N/A
New
200.0
VCP
8
200.0
07/30/08
New Reach B
Laveta Terrace (1300), R-3
N/A
N/A
N/A
New
150.0
VCP
8
150.0
07/30/08
New Reach C
Laveta Terrace (1300), R-4
N/A
N/A
N/A
New
200.0
VCP
8
200.0
07/30/08
New Reach D
Laveta Terrace (1300), R-5
N/A
N/A
N/A
New
135.0
VCP
8
135.0
07/30/08
New Reach E
Laveta Terrace (1300), R-6
N/A
N/A
N/A
New
65.0
VCP
8
65.0
07/30/08
51711146/5171006A
15th Street (2892 W.)
VCP
1981
F
Rehabed
10.0
VCP
8
333.0
07/31/08
51711011/51711010A
15th Street (2752 W.)
VCP
1906
F
Rehabed
10.0
VCP
8
300.0
08/01/08
49410077/49410078A
Santa Ynez St. (2100) - Reach 2
VCP
Unknown
F
Rehabed
15.0
VCP
6
376.0
08/01/08
49410078/49410081A
Santa Ynez St.(2100) - Reach 1
VCP
Unknown
F
Rehabed
25.0
VCP
8
154.0
08/01/08
44616144/44616165A
Tipton Way R/W (6000)
VCP
1927
F
Rehabed
20.0
VCP
8
178.0
08/05/08 08/07/08
46909142/46909172A
Bella Vista Wy (2000)
VCP
1972
F
Rehabed
60.0
VCP
8
294.0
49208165/49208166A
Clinton St (7200)
CON
1927
F
Rehabed
10.0
VCP
27
285.0
08/08/08
53606060/53606077A
Arlington Av (3700)
VCP
Unknown
F
Rehabed
10.0
VCP
30
261.0
08/11/08
53606076/53606100A
Arlington Av (3700) - Reach 2
B/C
1989
F
Rehabed
10.0
BRK
30
30.0
08/11/08
53606100/53606218A
Arlington Av (3700)- Reach 1
B/C
1989
F
Rehabed
10.0
BRK
33
60.0
08/11/08
49101065/49101073A
Nimes Road R/W (700 blk)
VCP
Unknown
F
Rehabed
20.0
VCP
8
192.0
08/11/08
61311090/61311105A
E ST. (922 E.)
VCP
Unknown
F
Rehabed
24.0
VCP
16
265.0
08/12/08
51604107/51604163A
Main Street (N., 600 Blk)
VCP
Unknown
F
Rehabed
10.0
VCP
8
86.0
08/12/08
39803015/39803026A
Orion Avenue (8500)
VCP
Unknown
F
Rehabed
10.0
VCP
8
350.0
08/14/08
35004055/35004066A
Cobalt Street R/W (13700)
VCP
1963
F
Rehabed
20.0
VCP
8
258.0
08/15/08
51906068/51906066A
La Grange Av R/W (2000)
CON
1927
F
Rehabed
86.0
VCP
8
250.0
08/15/08
47108069/47108068A
Alto Cedro Drive (9000)
VCP
1959
F
Rehabed
60.0
VCP
8
333.0
08/25/08
49415022/49415042A
Sunset Blvd.
VCP
Unknown
F
Rehabed
20.0
VCP
8
333.0
08/26/08
53703161/53703173A
21St St (1300 Blk) - Reach 2
VCP
1907
F
Rehabed
8.0
VCP
8
350.0
08/28/08
53703184/53707013A
21st Street (E.) & Naomi Ave. (S.)
VCP
1907
F
Rehabed
10.0
VCP
8
446.0
08/28/08
44210101/44210086A
Benedict Canyon Road
VCP
1923
F
Rehabed
20.0
VCP
8
97.0
09/01/08
46814118/46814097A
Panorama Terrace (2200)
VCP
Unknown
F
Rehabed
115.0
VCP
8
115.0
09/01/08
52208059/52212002A
Monte Grigio Dr. (500)
VCP
Unknown
F
Rehabed
35.0
VCP
8
112.0
09/10/08 09/10/08
49516135/49516155A
Valley Bl (4655 E.)
CON
1928
F
R&R
239.0
VCP
8
239.0
61404061/61404062A
253rd St. (1000 blk)
VCP
1937
F
Rehabed
10.0
VCP
8
225.0
09/15/08
49312209/49312208A
2nd Street (3500)
VCP
1915
F
Rehabed
50.0
VCP
8
154.0
09/15/08
39004032/39004033A
Amestoy Ave. Alley (10300)
VCP
1956
F
Rehabed
40.0
VCP
8
326.0
09/15/08
49113038/49113037A
Garwood Place (10525)
VCP
1930
F
Rehabed
20.0
VCP
8
55.0
09/15/08
49613116/49613097A
Marianna Ave. - Reach #1
VCP
1930
F
Rehabed
10.0
VCP
8
206.0
09/15/08
49613098/49613097A
Marianna Ave. - Reach #2
VCP
1930
F
Rehabed
10.0
VCP
8
93.0
09/15/08
51604107/51604163A
North Main Street (600)
VCP
Unknown
F
Rehabed
10.0
VCP
8
86.0
09/15/08
43215056/43215041A
Ostronic Drive (23000 blk)
VCP
1960
F
Rehabed
20.0
VCP
8
391.0
09/15/08
47012011/47012010A
Outpost Drive (2200 N.)
VCP
1927
F
Rehabed
35.0
VCP
8
73.0
09/15/08
51512140/51612138A
Palmetto Street (1100)
VCP
1909
F
Rehabed
20.0
VCP
8
301.0
09/15/08
70.0
55802173/55802194A
Slauson Ave. (2063)
BRK
1907
F
Rehabed
10.0
BRK
42
260.0
09/15/08
55802173/55802194A
Slauson Ave. Sink Hole
BRK
1907
F
Rehabed
10.0
BRK
42
260.0
09/15/08
18 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
51604047/51604081A
Spring Street (North)
VCP
Unknown
F
R&R
331.0
VCP
8
331.0
09/15/08
44003048/44003049A
Valley Vista Blvd. (17000)
VCP
1959
F
Rehabed
20.0
VCP
8
400.0
09/15/08
53614050/53614060A
Van Ness Ave. (4525)
VCP
Unknown
F
Rehabed
10.0
VCP
8
270.0
09/15/08
49312209/49312208A
2nd St (3500 - R/W Vacated)
VCP
1915
F
Rehabed
50.0
VCP
8
154.0
09/20/08
62002078/62002039A
Fries Ave. Force Main PP-666 Falcon St (300)
VCP
1975
F
Rehabed
10.0
VCP
12
2539.0
09/24/08
44204020/44204037A
Huston Street (12500)
VCP
1947
F
Rehabed
10.0
VCP
18
276.0
09/25/08 09/25/08
53403030/53403010A
Rose Avenue (10500)
VCP
1939
F
Rehabed
20.0
VCP
8
158.0
47115001/47115009A
Beverly Blvd.
VCP
Unknown
F
Rehabed
50.0
VCP
8
382.0
10/02/08
49301231/49305002A
Citrus (852) Alley
VCP
Unknown
F
Rehabed
8.0
VCP
8
295.0
10/03/08
47008111/47008114A
Outpost Drive (2200 N.)
VCP
1960
F
Rehabed
73.0
VCP
8
73.0
10/03/08
55812080/55812079A
71st Street (900)
VCP
1926
F
Rehabed
9.0
VCP
8
190.0
10/07/08
46614004/46614015A
Richard Dr (4541)
VCP
1951
F
R&R
139.0
VCP
8
139.0
10/10/08
62005069/62006035A
PP 691 Force Main
Conc
1977
F
Rehabed
10.0
Conc
30
1975.0
10/11/08
44516001/44516002A
Palmer (Romulus) Drive (3291)
VCP
1929
F
Rehabed
10.0
VCP
VCP
88.0
10/15/08
62402008/62401080A
Signal Street (19001)
VCP
1935
F
Rehabed
50.0
VCP
10
349.0
10/15/08
46812007/46808197A
Verdugo Road (3256 North)
VCP
1926
F
Rehabed
10.0
VCP
8
117.0
10/15/08
Steel
0.250
44210102/44210101A
Benedict Canyon Road (3906)- Reach 1
VCP
1923
F
Rehabed
40.0
VCP
8
60.0
10/17/08
44210101/44210086A
Benedict Canyon Road (3906)- Reach 2
VCP
1923
F
R&R
97.0
VCP
8
97.0
10/17/08
44210086/44210086A
Benedict Canyon Road (3906)- Reach 3
VCP
1923
F
Rehabed
8.0
VCP
8
75.0
10/17/08
39103127/39103128A
Merridy Street (20000) #1
VCP
Unknown
F
Rehabed
10.0
VCP
8
270.0
10/17/08
39103128/39103129A
Merridy Street (20000) #2
VCP
Unknown
F
Rehabed
25.0
VCP
8
258.0
10/17/08
46714122/46714131A
Avenue 46 (436 W.) Ph-2
VCP
1930
F
Rehabed
30.0
VCP
8
164.0
10/22/08
56610198/56610199A
107th Street (300)
VCP
1963
F
Rehabed
10.0
VCP
8
276.0
10/24/08
62507156/62507170A
Almeria Street (3400)
VCP
1954
F
Rehabed
10.0
VCP
8
175.0
10/24/08
46815188/46815191A
Lakeview Ave. (100)
VCP
1929
F
Rehabed
25.0
VCP
8
166.0
10/24/08
60403040/60403041A
220th Street (1300)
VCP
1930
F
Rehabed
10.0
VCP
8
308.0
10/28/08
44309253/44309251A
Chiquita St. (11611)
Conc
1928
F
Rehabed
12.0
Conc
57
1013.0
10/28/08
53509009/53513004A
NCOS St (West L.A. College)
RCP
1956
F
Rehabed
20.0
RCP
114
1191.0
10/28/08
51607185/51607218A
5Th St (100 Blk.)
VCP
1906
F
Rehabed
6.0
VCP
8
411.0
10/30/08 10/31/08
53704189/53704089A
14th Street (@ Elwood St.)
VCP
1914
F
Rehabed
5.0
VCP
8
317.0
53508157/53508058A
MLK Jr. Blvd. (4115 W.)
VCP
1956
F
Rehabed
8.0
VCP
8
10.0
10/31/08
51604027/51604076A
Broadway Ave. (N., 600 Blk)
VCP
1889
F
Rehabed
20.0
VCP
VCP
703.0
11/01/08
51915154/51915156A
Malcom Ave (3100)
VCP
1948
F
Rehabed
10.0
100.0
11/04/08
44313201/44316218A
Barham
VCP
Unknown
F
Rehabed
10.0
VCP
10
296.0
11/05/08
62504049/62504062A
Pacific Ave. (1600)
VCP
1922
F
Rehabed
20.0
VCP
VCP
220.0
11/07/08
49402166/49402184A
Berkeley Ave (3203/3205)
CON
1924
F
R&R
251.0
VCP
8
251.0
11/09/08
53508052/53508058A
M. L. King Jr. Blvd.
RCP
1924
F
Rehabed
10.0
RCP
RCP
643.0
11/14/08
61307067/61307065A
Young St.
Conc.
1925
F
Rehabed
18.0
VCP
Conc.
340.0
11/18/08
43012023/43012016A
Lasaine
VCP
1929
F
Rehabed
20.0
VCP
VCP
284.0
11/19/08
49406001/49406306A
Elevado Street (1500) R/W
Conc.
Unknown
F
Rehabed
40.0
VCP
Conc.
194.0
11/20/08
51608176/51608229A
2nd St (East) (400 Blk.)
VCP
1892
F
Rehabed
16.0
VCP
8
466.0
11/21/08
53715103/53715104A
48th Place
VCP
1925
F
Rehabed
20.0
VCP
8
338.0
11/21/08
49416198/51604027A
Broadway Ave. (N., 600 Blk) MH 2
VCP
1889
F
Rehabed
10.0
VCP
15
704.0
11/21/08
46710075/46710074A
Eldred Street (4800)
Conc.
1957
F
R&R
80.0
VCP
Conc.
80.0
11/21/08
55907049/55907048A
63rd Street (6300)
Conc
1931
F
Rehabed
20.0
VCP
8
164.0
11/25/08
49401233/49401216A
Hyperion Ave. (938 N.)
VCP
Unknown
F
Rehabed
30.0
VCP
6
170.0
12/01/08
53503104/53503197A
La Brea, (3400) Trap MH
VCP
Unknown
F
R&R
335.0
VCP
8
335.0
12/01/08
47211002/47211003A
Linda Flora (2100 North)
VCP
Unknown
F
Rehabed
20.0
VCP
8
159.0
12/01/08
46909153/46909154A
High Tower Dr R/W (2000)
CON
1923
F
R&R
107.0
VCP
6
107.0
12/02/08
49414135/49414122A
Alvarado St.
VCP
1924
F
Rehabed
20.0
VCP
8
356.0
12/03/08
49414110/49414108A
Bonnie Brae St. R/W (200)
VCP
Unknown
F
R&R
320.0
HDPE
8
320.0
12/05/08
46710076/46710075A
Eldred Street (4800), Ph-2
VCP
Unknown
F
Rehabed
10.0
VCP
8
46703164/46703160A
York Blvd (5000)
VCP
1916
F
Rehabed
30.0
169.0
VCP
8
CIPP
0.295
169.0
12/05/08
330.0
12/09/08
46913215/46913212A
De Longpre
VCP
1929
F
Rehabed
20.0
VCP
8
327.0
12/10/08
51716025/51716023A
22nd St (1500)
VCP
1907
F
Rehabed
12.0
VCP
8
442.0
12/11/08
51904048/51904047A
Peck Rd. (1231)
VCP
Unknown
F
R&R
269.0
VCP
8
269.0
12/12/08
46703194/46707003A
York Blvd. (5500)
VCP
1920
F
R&R
55.0
VCP
8
55.0
12/18/08
19 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
51804051/51804050A
Citrus Ave
VCP
Unknown
F
Rehabed
6.0
VCP
8
270.0
12/19/08
47014130/47014117A
Franklin Ave. (8400)
VCP
1935
F
Rehabed
20.0
VCP
8
128.0
12/19/08
56612232/56616028A
Grape Street (10814)
CIP
1932
F
Rehabed
6.0
VCP
8
320.0
12/19/08
39509069/39509071A
Valley Circle Bl (7200)
ABS
1986
F
Rehabed
20.0
VCP
8
418.0
12/19/08
46810291/46810292A
Kenilworth Ave. (2395)
VCP
1927
F
Rehabed
20.0
VCP
8
113.0
12/22/08
51716027/51716025A
22nd & Vermont Av (1500)
VCP
1962
F
Rehabed
50.0
VCP
8
352.0
12/24/08
51606189/51606191A
Blaine and 11th St
VCP
1895
F
Rehabed
20.0
VCP
8
241.0
12/24/08
51606189/51606191A
11th St (@Blaine Street)
VCP
1895
F
Rehabed
20.0
VCP
8
241.0
12/30/08
46809046/46809049A
Rowena Ave. (3352)
CLAY
1924
F
Rehabed
20.0
VCP
8
269.0
12/31/08
51602160/51602161A
5th St.
VCP
1904
F
R&R
372.0
VCP
8
372.0
01/05/09
49401233/49401216A
Lucille (1317)
VCP
1920
F
Rehabed
10.0
VCP
10
170.0
01/13/09
46815216/46815201A
Allesandro St. R/W
VCP
1929
F
Rehabed
20.0
VCP
8
176.0
01/15/09
49505044/49505050A
NOS @ L.A. River - Reach 1
CON
1939
F
R&R
440.0
VCP
48
440.0
01/15/09
49505035/49505044A
NOS @ L.A. River - Reach 2
CON
1939
F
R&R
191.0
VCP
48
191.0
01/15/09
49505050/49505077A
NOS @ L.A. River - Reach 3
CON
1939
F
R&R
738.0
VCP
48
738.0
01/15/09
53616059/53616058A
47th St W. (1237)
Clay
1913
F
Rehabed
10.0
VCP
8
335.0
01/16/09
49402326/49402316A
Carnation Ave. R/W (3400)
CIP
1925
F
Rehabed
8.0
VCP
6
25.0
01/16/09
49016015/49016028A
LANDFAIR AV R/W
VCP
1927
F
Rehabed
8.0
VCP
8
350.0
01/16/09
49306038/49306069A
Melrose Ave. (5700)
VCP
1956
F
Rehabed
20.0
VCP
10
338.0
01/20/09 01/20/09
46914066/46914067A
Selma Avenue (6200)
VCP
Unknown
F
Rehabed
100.0
VCP
8
319.0
51801007/51801012A
Shenandoah (922)
Conc.
1929
F
Rehabed
10.0
VCP
8
300.0
01/27/09
46601037/46601050A
Church St. (6200)
VCP
1926
F
Rehabed
75.0
VCP
8
250.0
01/28/09
46706131/46706120A
Oneonta (1008)
VCP
1953
F
Rehabed
10.0
VCP
8
93.0
01/28/09
47001022/47001022A
Doña Evita Drive (11300)
VCP
1959
F
Rehabed
15.0
VCP
8
198.0
01/30/09
52208041/52208049A
Lucero Avenue R/W (500)
VCP
1927
F
R&R
139.0
VCP
8
139.0
02/02/09
61313025/61313026A
John Gibson Blvd. (100)
CIP
1925
F
R&R
34.0
CIP
10
CIPP
0.295
34.0
02/05/09
CIPP
0.295
61313033/61313025A
John Gibson Blvd. (100)
Clay
1925
F
R&R
216.0
VCP
10
216.0
02/05/09
49105046/49105047A
Madrono Ln R/W (462 N. Cuesta Way)
Clay
1999
F
Rehabed
87.0
VCP
6
87.0
02/05/09
49510144/49510155A
Hancock St. (2200)
VCP
1895
F
Rehabed
10.0
VCP
8
193.0
02/06/09
47012054/47012055A
La Presa Dr. (6940)
VCP
1927
F
Rehabed
8.0
VCP
8
174.0
02/06/09
52007173/52007177A
Westgate Ave S. (1217)
VCP
1925
F
Rehabed
10.0
VCP
8
240.0
02/06/09
51708144/51708143A
Pico St (2600)
VCP
Unknown
F
Rehabed
10.0
VCP
8
316.0
02/11/09
56208007/56208013A
Manchester Avenue R/W (7000)
VCP
1928
F
Rehabed
70.0
VCP
8
261.0
02/13/09 02/13/09
39015072/39015075A
Zelzah Avenue (8700)
VCP
1960
F
Rehabed
10.0
VCP
8
250.0
36011077/36011076A
Brownstone (8056)
VCP
1962
F
Rehabed
10.0
VCP
8
154.0
02/20/09
43012108/43012109A
Clark St (16800)
VCP
1952
F
Rehabed
10.0
VCP
8
250.0
02/20/09
51510026/51510042A
Chicago St (134 S.)
VCP
1891
F
Rehabed
10.0
VCP
15
352.0
02/24/09
51510043/51510042A
Chicago St (134 S.)
VCP
1891
F
R&R
442.0
VCP
8
422.0
02/24/09
51810024/51810042A
Cresent Heights Blvd S. (1829)
VCP
1957
F
Rehabed
10.0
VCP
8
339.0
02/24/09
46908016/46908017A
Glendower Ave (2600)
VCP
1960
F
Rehabed
10.0
VCP
8
77.0
02/27/09
39010017/19010019A
Plumer & Lindley
VCP
1956
F
Rehabed
10.0
VCP
8
311.0
02/28/09
46809278/46809286A
Sanborn Avenue R/W (2028)
Conc.
1926
F
Rehabed
30.0
VCP
6
98.0
03/03/09
46814117/46814129A
Meadow Valley Terrace R/W
Clay
1925
F
Rehabed
10.0
VCP
6
79.0
03/06/09
46814131/46814129A
Meadow Valley Terrace R/W
Clay
1925
F
Rehabed
20.0
VCP
8
160.0
03/06/09
49201026/49201036A
Cordell Drive R/W (9100)
VCP
Unknown
F
R&R
37.0
HDPE
8
37.0
03/13/09
49201024/49201034A
Doheny Drive (1254)
Conc.
Unknown
F
Rehabed
21.0
VCP
8
357.0
03/15/09
53504090/53504096A
Exposition and Farmdale
VCP
1959
F
Rehabed
40.0
VCP
15
77.0
03/17/09
61310205/61310056A
Marine Avenue (800)
VCP
1913
F
Rehabed
10.0
VCP
8
41.0
03/17/09
47116089/47116042A
Beverlycrest Drive (9305)
VCP
1930
F
Rehabed
80.0
VCP
6
121.0
03/20/09
53704086/53704086A
15th Street (1500)
Clay
1912
F
Rehabed
20.0
VCP
8
276.0
03/23/09
61310204/61310055A
Fries Avenue (800)
VCP
1913
F
Rehabed
20.0
VCP
8
41.0
03/23/09
44109018/44109023A
Oidham Street (16000)
VCP
1959
F
Rehabed
10.0
VCP
8
160.0
03/25/09
49201036/49201040A
Cordell Drive R/W (9100)
VCP
Unknown
F
R&R
86.0
HDPE
8
86.0
03/27/09
53610097/53612215A
Arlington Avenue (4100.)
Conc.
1926
F
R&R
20.0
VCP
8
20.0
03/30/09
56015035/56016067A
Emerson Avenue (8049)
VCP
1946
F
Rehabed
90.0
VCP
8
350.0
03/31/09
47004017/47004016A
Benda Street R/W (3200)
Clay
1926
F
Rehabed
10.0
VCP
8
45.0
04/01/09
49503108/49503120A
Montecito Drive (1200)
VCP
1957
F
Rehabed
10.0
VCP
8
193.0
04/02/09
20 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
56306035/56306042A
Rayford Drive (9200)
VCP
1950
F
Rehabed
10.0
VCP
8
116.0
04/03/09
49503112/49503118A
Montecito Drive R/W (3500)
VCP
1948
F
Rehabed
10.0
VCP
8
101.0
04/07/09
53704094/53704086A
15th Street (1500)
Clay
1912
F
Rehabed
15.0
VCP
8
87.0
04/15/09
48912016/48912017A
Mandeville Canyon Rd. (2287)
VCP
Unknown
F
R&R
41.0
VCP
8
41.0
04/17/09
53704085/53704086A
15th Street (1500)
Clay
1912
F
Rehabed
43.0
VCP
8
196.0
04/27/09
46710217/46710219A
Pheasant Drive (600)
Conc.
1930
F
R&R
146.0
VCP
8
146.0
04/29/09
49016094/49015142A
Sepulveda Road R/W (500)
VCP
Unknown
F
Rehabed
16.0
VCP
8
255.0
04/29/09 05/04/09
49506149/49506161A
Avenue 28 (400)
VCP
1923
F
Rehabed
10.0
VCP
6
163.0
47203021/47203022A
Milldale Dr (15406)
Clay
1958
F
Rehabed
8.0
VCP
8
168.0
05/04/09
52109110/52109111A
Arno Way (230)
VCP
1928
F
Rehabed
10.0
VCP
8
98.5
05/08/09
49113136/51901002A
Weyburn Ave. (900)
Clay
1928
F
Rehabed
10.0
VCP
8
280.0
05/11/09
49516109/49516188A
Boca Ave (1800)
CON
1928
F
Rehabed
6.0
VCP
8
125.0
05/14/09
49105010/49105011A
Nimes Rd
VCP
1924
F
Rehabed
20.0
VCP
8
133.0
05/14/09 05/18/09
61912125/61912126A
1st Street (950 W.) San Pedro
VCP
1925
F
Rehabed
15.0
VCP
8
195.0
46701339/46701352A
Crestmoore Pl. (2700)
CON
1928
F
Rehabed
20.0
VCP
8
162.4
05/18/09
49510094/49510095A
Broadway (2400 N.) Phase II
VCP
1894
F
Rehabed
80.0
VCP
8
328.0
05/21/09
44111076/44111162A
Sherview Dr. (3894 N.)
CIP
1969
F
Rehabed
10.0
VCP
8
115.0
05/27/09
46909168/46909166A
Milner Rd. (6700)
CON
1925
F
Rehabed
5.0
VCP
6
92.2
05/28/09
44211123/44211122A
Goodland Ave. (3710)
VCP
1960
F
Rehabed
80.0
VCP
8
119.0
06/03/09
47002073/47002072A
Woodrow Wilson Dr. (8000)
VCP
1953
F
Rehabed
10.0
VCP
8
220.3
06/05/09
56103243/56107003A
Washington Way (1799)
VCP
1970
F
Rehabed
11.0
VCP
21
311.0
06/07/09
49008013/49008014A
Chalon Rd. (10900)
VCP
1037
F
R&R
152.0
VCP
8
152.4
06/09/09
46902247/46902164A
Westshire Dr. (2829) - Woodhaven Ave # 1
VCP
1925
F
Rehabed
16.0
VCP
8
185.0
06/10/09
46902163/46902164A
Westshire Dr. (2829) - Woodhaven Ave # 2
VCP
1925
F
Rehabed
18.0
VCP
8
262.0
06/10/09 06/11/09
51711012/51711011A
15th Street (2730 W.) East Of Ardmore
VCP
1905
F
Rehabed
11.0
VCP
8
300.0
46708133/46708119A
Mt. Angelus Dr. R/W (6200)
CON
1925
F
R&R
210.0
VCP
8
210.0
06/11/09
46701126/46701146A
Delevan Dr. (2800)
VCP
1930
F
Rehabed
10.0
VCP
8
17.0
06/12/09
44614149/44614214A
Ridgeview Ave. (2000)
VCP
1929
F
Rehabed
12.0
VCP
8
91.0
06/15/09
46906214/46906213A
Cazaux Dr. (5700)
CON
1926
F
Rehabed
12.0
VCP
8
78.6
06/17/09
46815027/46815011A
Electric Street (2200)
VP
1928
F
Rehabed
12.0
VCP
8
186.0
06/19/09
49008176/49008002A
Cecina Way (914) - Reach 1
VCP
1936
F
Rehabed
10.0
VCP
8
98.0
06/25/09
49214087/49214084A
Wilshire Blvd (6423)
Unknown
Unknown
F
Rehabed
12.0
VCP
8
150.0
06/25/09
51611181/51610109A
Broadway & 12Th St. (1200)
VCP
1913
F
Rehabed
105.0
VCP
10
342.3
06/27/09
51608110/51608109A
Alameda (118 N.)/1St Street
VCP
1915
F
R&R
31.0
VCP
14
31.2
06/30/09
Project Title: Rehab Program FY 2008/2009
CIP No. 510
Award Date: N/A
Completion Date: 06/30/09
5630602456306022A
92ND ST (7600) #1285
VCP
1950
D
Rehabed
64.0
18
CIPP
0.300
64.0
05/27/09
5630602556306024A
92ND ST (7600) #1284
VCP
1950
D
Rehabed
230.0
18
CIPP
0.300
230.0
05/27/09
5630603756306025A
HASTINGS AV (9200) #1283
VCP
1950
D
Rehabed
271.0
18
CIPP
0.300
271.0
05/27/09
5630213356302134A
HASTING AV (9130)
VCP
Unknown
D
Rehabed
136.0
8
PVC
0.240
136.0
05/13/09
5630601756306025A
HASTING AV (9100)
VCP
1950
D
Rehabed
266.0
8
PVC
0.240
266.0
05/12/09
5630212356302133A
HASTING AV (9140)
VCP
Unknown
D
Rehabed
183.0
8
PVC
0.240
183.0
05/11/09
5630213456306004A
HASTING AV (9120)
VCP
Unknown
D
Rehabed
265.0
8
PVC
0.300
265.0
05/11/09
5630600456306017A
HASTING AV (9110)
VCP
1955
D
Rehabed
277.0
8
PVC
0.240
277.0
05/11/09
4900405149004057A
STRADELLA RD (1100)
VCP
Unknown
D
Rehabed
156.6
8
PVC
0.240
156.6
03/11/09
4670909546709096A
FUTURE ST (2900)
CON
1928
D
Rehabed
155.0
8
PVC
0.240
155.0
03/11/09
4900401349004021A
STONE CANYON RD (1100)
VCP
1933
D
Rehabed
271.1
8
PVC
0.240
271.1
03/10/09
4960911449609115A
KLAMATH PL (4700)
VCP
1963
D
Rehabed
246.0
8
PVC
0.240
246.0
03/09/09
5170507851705080A
WINDSOR BL R/W (1200)
VCP
Unknown
D
Rehabed
213.5
12
PVC
0.370
213.5
03/05/09
5170507651705078A
PLYMOUTH BL R/W (1200)
VCP
1927
D
Rehabed
221.5
12
PVC
0.370
221.5
03/04/09
5170520551705076A
PLYMOUTH BL R/W (1200)
VCP
Unknown
D
Rehabed
92.5
12
PVC
0.370
92.5
03/03/09
5170507551705205A
LUCERNE BL (1200)
VCP
Unknown
D
Rehabed
314.5
12
PVC
0.370
314.5
03/02/09
4940118949401169A
HYPERION AV (900) #1286
CON
Unknown
D
Rehabed
383.0
8
PVC
0.240
383.0
01/26/09
5371313853713054A
47TH ST (300)
VCP
1908
D
Rehabed
216.7
8
PVC
0.240
216.7
01/26/09
4671209446712103A
MONTEREY RD (6000)
VCP
1929
D
Rehabed
350.0
8
PVC
0.240
350.0
01/19/09
4960916449609186A
ALHAMBRA AV ALLEY (5000)
VCP
1941
D
Rehabed
350.0
8
PVC
0.240
350.0
01/19/09
5170510151705091A
LUCERNE BL R/W (1200)
VCP
1918
D
Rehabed
216.0
8
PVC
0.370
216.0
11/04/08
4960908549609001A
KLAMATH ST (4700)
VCP
Unknown
D
Rehabed
298.0
8
PVC
0.240
298.0
09/12/08
21 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5150913851509141A
CLARENCE ST (620)
CON
1891
D
Rehabed
254.0
12
PVC
0.370
254.0
09/08/08
4951201849609114A
KLAMATH PL (2600)
UNK
1945
D
Rehabed
358.0
8
PVC
0.240
358.0
08/19/08
4951201549609085A
KLAMATH ST (4700)
VCP
1945
D
Rehabed
284.5
8
PVC
0.240
284.5
08/19/08
6251108462511085A
PASEO DEL MAR (1000) #1282
CON
1929
D
Rehabed
302.0
15
CIPP
0.370
302.0
07/25/08
5170511451705101A
LUCERNE BL R/W (1200)
VCP
1918
D
Rehabed
224.0
8
PVC
0.260
224.0
07/01/08
5170513251705114A
LUCERNE BL (1200)
VCP
1918
D
Rehabed
209.0
8
PVC
0.270
209.0
07/01/08
5590808555908203A
BUCKLER AV (400)
CON
1931
D
Rehabed
317.4
8
PVC
0.250
317.4
07/01/08
4681509146815089A
AYR ST (2200)
VCP
1928
D
Rehabed
264.0
8
PVC
0.240
264.0
07/01/08
Project Title: Sewers Program FY 2008/2009
CIP No. 626
Award Date: N/A
Completion Date: 06/30/09
5150509051505089A
JACKSON ST (700) #968
VCP
1895
E
R&R
241.0
VCP
8
241.0
5150509051505089A
JACKSON ST (700) #969
VCP
1895
E
R&R
310.0
VCP
8
310.0
06/30/09 06/30/09
3571303035713041A
HAYVENHURST AVE (10700)
VCP
Unknown
E
Rehabed
41.0
VCP
12
337.0
06/25/09
3551302735513048A
DEERING AVE (10000)
VCP
Unknown
E
Rehabed
15.0
VCP
8
319.0
06/25/09
3490202534902032A
AULTS AVE (13800)
VCP
Unknown
E
Rehabed
10.0
VCP
8
179.0
06/24/09
3990119439901022A
COSTELLO AVE (8500)
VCP
Unknown
E
Rehabed
10.0
VCP
8
65.0
06/23/09
4710807547108082A
EVELYN PL (8000)
VCP
Unknown
E
Rehabed
100.0
VCP
8
184.0
06/22/09
4701001747010007A
BEECH KNOLL RD (2201)
VCP
1964
E
Rehabed
10.0
VCP
8
134.0
06/17/09
4940225149402281A
BERKELEY AVE (3000)
VCP
1924
E
Rehabed
20.0
VCP
8
198.0
06/16/09
4680506746805057A
CARNAVON WAY (3900)
VCP
Unknown
E
Rehabed
8.0
VCP
8
238.0
06/15/09
4680910246808119A
HAZEL KIRK DR (4000)
VCP
Unknown
E
Rehabed
65.0
VCP
8
297.0
06/12/09
5810502858105029A
124TH ST (200)
VCP
1952
E
Rehabed
26.0
VCP
8
350.0
06/09/09
5580105155801060A
CHESLEY AVE (5400)
CON
1922
E
Rehabed
20.0
VCP
8
274.0
06/08/09
6130708961307102A
LAKME AVE (1031)
VCP
Unknown
E
Rehabed
11.0
VCP
8
337.0
06/04/09
6251207262512073A
37TH ST (700)
CON
Unknown
E
Rehabed
10.0
VCP
6
300.0
06/03/09
6191500861915009A
BIG CANYON PL (1200)
VCP
Unknown
E
Rehabed
22.0
VCP
8
102.0
06/03/09
6200909462009099A
HARBOR BLVD (200)
CON
1918
E
R&R
87.0
VCP
8
87.0
06/02/09
3881413038814141A
BRACKEN ST (13700)
VCP
Unknown
E
Rehabed
30.0
VCP
8
277.0
06/02/09
4691003846910039A
ALCYONA DR (2100)
VCP
Unknown
E
Rehabed
10.0
VCP
6
86.0
05/28/09
6131201661312010A
WATSON AVE (700)
VCP
1916
E
Rehabed
15.0
VCP
8
223.0
05/27/09
4691608846916080A
SUNSET BLVD (4800)
VCP
Unknown
E
Rehabed
13.0
VCP
8
332.0
05/27/09
6250204562502040A
GRENADIER DR (2100)
VCP
1960
E
Rehabed
12.0
VCP
8
271.0
05/26/09
4691509546915090A
SUNSET BLVD (5100)
VCP
Unknown
E
Rehabed
14.0
VCP
8
335.0
05/26/09
6130712661311011A
SANFORD AVE (900)
CON
1916
E
R&R
331.0
VCP
10
331.0
05/22/09
5171401351714012A
23RD ST (3600)
VCP
1963
E
Rehabed
18.0
VCP
8
364.0
05/22/09
5350400851816148A
CHESAPEAKE AVE (2921)
VCP
1926
E
Rehabed
10.0
VCP
8
300.0
05/21/09
5211507652115099A
RUSTIC RD (400E)
VCP
Unknown
E
Rehabed
15.0
VCP
15
274.0
05/19/09
4691605546916066A
VERMONT AVE (1600)
VCP
Unknown
E
R&R
349.0
VCP
8
349.0
05/15/09
4940112949401128A
SANTA MONICA BLVD (4100)
VCP
Unknown
E
Rehabed
8.0
VCP
6
62.0
05/15/09 05/14/09
4941103049411055A
ECHO PARK AVE (1100)
VCP
1908
E
Rehabed
10.0
VCP
8
365.0
496090835++0+082A
KIMBALL ST (5100)
VCP
1929
E
Rehabed
8.0
VCP
8
127.0
05/13/09
4950307649503051A
LATONA AVE (4200)
VCP
Unknown
E
Rehabed
15.0
VCP
6
380.0
05/12/09
4940312649403116A
COVE AVE (2100)
VCP
Unknown
E
Rehabed
10.0
VCP
6
292.0
05/11/09
4950603749506019A
CYPRESS AVE (3200)
VCP
1913
E
Rehabed
16.0
VCP
8
336.0
05/10/09
4321612643215113A
MACFARLANCE DR (22000)
Unknown
1964
E
Rehabed
63.0
VCP
8
351.0
05/06/09
4691019346910267A
VAN NESS AVE (1900) #1308
VCP
Unknown
E
R&R
296.0
VCP
6
296.0
05/05/09
3990216739902075A
VENTURA CANYON AVE (8400)
VCP
Unknown
E
Rehabed
10.0
VCP
8
350.0
04/30/09
3990611039906109A
STAGG ST (13000)
VCP
1963
E
Rehabed
14.0
VCP
8
400.0
04/29/09
4951000349510020A
AVE 26 (200)
VCP
Unknown
E
Rehabed
8.0
VCP
8
291.0
04/27/09
4000408440007093A
SAN FERNANDO RD (10000)
VCP
1955
E
Rehabed
8.0
VCP
8
81.0
04/24/09
4660201546602018A
AVE 67 (1000)
CON
Unknown
E
Rehabed
8.0
VCP
8
188.0
04/24/09
4670719646707057A
HUB ST (5000)
VCP
Unknown
E
Rehabed
8.0
VCP
8
56.0
04/22/09
5160403351604030A
SPRING ST (700N)
VCP
1903
E
Rehabed
8.0
VCP
8
302.0
04/22/09
4950615949506158A
AVENUE 28 (400) #1252
VCP
Unknown
E
Rehabed
8.0
VCP
8
42.0
04/22/09
4940111049401094A
SANBORN AVE (1000)
VCP
Unknown
E
Rehabed
11.0
VCP
6
350.0
04/21/09
4941615749416158A
ALPINE ST (700)
VCP
1890
E
Rehabed
10.0
VCP
8
268.0
04/21/09
4671402246715030A
CRANE BLVD (300)
VCP
1927
E
Rehabed
16.0
VCP
8
244.0
04/20/09
4950615849506181A
AVENUE 28 (400) #1289
VCP
Unknown
E
Rehabed
8.0
VCP
8
234.0
04/20/09
22 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
4711108647111029A
BEVERLY DR (1800)
VCP
1928
E
Rehabed
24.0
VCP
8
24.0
04/20/09
4671108246711196A
MALTA ST (4800)
VCP
Unknown
E
Rehabed
5.0
VCP
8
149.0
04/17/09
4941610949416108A
YALE ST (900)
VCP
1890
E
Rehabed
63.0
VCP
8
300.0
04/16/09
4710602347106026A
SANYSIDRO DR (2000)
VCP
1957
E
Rehabed
17.0
VCP
8
218.0
04/16/09
5151001151510010A
CHICAGO ST (100)
VCP
1891
E
Rehabed
58.0
VCP
8
270.0
04/16/09
5590811455908127A
BUCKLER AVE (6200)
VCP
Unknown
E
R&R
162.0
VCP
8
162.0
04/16/09
5660509056605091A
93RD ST (200)
CON
Unknown
E
Rehabed
14.0
VCP
8
338.0
04/16/09
5610315956103155A
ABBOT KINNEY BLVD (1600)
VCP
1925
E
R&R
19.0
VCP
6
19.0
04/14/09
5580605655806031A
3RD AVE (5900)
VCP
1925
E
Rehabed
17.0
VCP
8
299.0
04/14/09
5171502251715003A
GRAMERCY PL (2000)
VCP
Unknown
E
Rehabed
12.0
VCP
8
177.0
04/09/09
4931008849310098A
IRVING BLVD (100)
VCP
Unknown
E
Rehabed
12.0
VCP
8
341.0
04/08/09
5150804751508046A
BLANCHARD ST (3200)
VCP
1913
E
Rehabed
41.0
VCP
8
269.0
04/07/09
5150304551503040A
SAN PABLO ST (1300)
VCP
1915
E
Rehabed
15.0
VCP
8
350.0
04/03/09
3990300939903008A
ROSCOE BLVD (13000)
VCP
1962
E
Rehabed
8.0
VCP
8
162.0
04/02/09
4701422147014222A
HEDGES PL (8500)
VCP
1926
E
Rehabed
60.0
VCP
6
60.0
03/12/09
5660812356608122A
99TH ST (1600)
CON
1929
E
R&R
225.0
VCP
8
225.0
03/07/09
3511512335115104A
CASCADE CYN DR (12500)
VCP
Unknown
E
Rehabed
121.0
VCP
8
373.0
03/05/09
5991106959911082A
BRIGHTON AVE (20800)
VCP
1955
E
Rehabed
12.0
VCP
8
350.0
02/25/09
4940113549401152A
MALTMAN AVE (1600)
VCP
1917
E
R&R
350.0
VCP
8
350.0
02/24/09
3571609835716099A
CEDROS AVE (14700)
VCP
1954
E
Rehabed
15.0
VCP
8
198.0
02/20/09
3561110035611115A
TULSA ST (17000)
VCP
1957
E
Rehabed
28.0
VCP
8
300.0
02/19/09
3900609239006078A
SUPERIOR ST (18100)
VCP
Unknown
E
Rehabed
95.0
VCP
8
111.0
02/18/09
4690812546912010A
BERENDO ST (2300)
VCP
Unknown
E
R&R
324.0
VCP
6
324.0
02/11/09
4700605947006051A
THAMES ST (8000)
VCP
1948
E
Rehabed
15.0
VCP
8
179.0
02/11/09
5580702455807023A
59TH PL (1500)
VCP
1925
E
Rehabed
41.0
VCP
8
332.0
02/05/09
5580501055805020A
CRENSHAW BL (5800)
CON
Unknown
E
Rehabed
9.0
VCP
8
329.0
02/03/09
5640609156406092A
98TH ST (5400)
Unknown
1949
E
Rehabed
14.0
VCP
8
350.0
02/02/09
5991500759915016A
HOBART BLVD (21100)
VCP
1949
E
Rehabed
10.0
VCP
8
164.0
01/30/09
4690203746902038A
DERONDA DR (3200)
VCP
Unknown
E
R&R
136.0
VCP
6
136.0
01/29/09
5610211156102112A
ROYAL CT ALLEY (120)
VCP
1926
E
R&R
251.0
VCP
6
251.0
01/28/09
4920603049206100A
HARPER AVE (700)
VCP
Unknown
E
Rehabed
8.0
VCP
8
326.0
01/19/09
4920707649207085A
STANLEY AVE (7600)
CON
Unknown
E
R&R
248.0
VCP
8
248.0
01/16/09
3961010039610125A
LURLINE AVE (7400)
Unknown
1953
E
Rehabed
40.0
VCP
8
287.0
01/15/09
4281505042815065A
GOODLAND AVE (5000)
VCP
1955
E
Rehabed
8.0
VCP
8
167.0
01/14/09
4670319246703194A
YORK BLVD (5400)
VCP
1920
E
Rehabed
14.0
VCP
8
191.0
01/12/09
5160514951605158A
12TH PL (1800)
VCP
1895
E
Rehabed
32.0
VCP
8
358.0
01/09/09
4920802749208041A
DETROIT ST (800)
CON
2002
E
Rehabed
24.0
VCP
8
329.0
01/07/09
5160204951602039A
WITMER ST (200)
VCP
1901
E
R&R
217.0
VCP
8
217.0
01/06/09
5150717851507177A
MALABAR ST (3100)
VCP
1913
E
R&R
269.0
VCP
8
269.0
01/06/09
4330801843308020A
CALVERT ST (24000)
VCP
1964
E
Rehabed
10.0
VCP
8
258.0
01/05/09
5570903555709054A
ESTRELLA AVE (6900)
VCP
Unknown
E
Rehabed
20.0
VCP
8
350.0
01/05/09
4380710243807101A
WATERBURY ST (22500)
VCP
1964
E
Rehabed
12.0
VCP
8
272.0
01/02/09
4701614347016158A
SYCAMORE AVE (1400)
VCP
Unknown
E
Rehabed
10.0
VCP
8
260.0
01/02/09
4380304943803039A
DUNMAN AVE (4840)
VCP
1963
E
Rehabed
13.0
VCP
8
271.0
12/31/08
4311004443110024A
WALLIS LN (5700)
VCP
1961
E
Rehabed
14.0
VCP
8
399.0
12/30/08
4310811343108104A
BECKFORD AVE (5900)
VCP
1951
E
Rehabed
55.0
VCP
8
290.0
12/29/08
3960100739601019A
OWENSMOUTH AVE (8500)
Unknown
1956
E
R&R
300.0
VCP
8
300.0
12/22/08
4410902644109019A
BALLINA DR (3000)
VCP
1955
E
Rehabed
24.0
VCP
8
164.0
12/19/08
4710207047102078A
DEEP CANYON RD (2000)
VCP
1971
E
Rehabed
10.0
VCP
8
240.0
12/18/08
4461616044616151A
CRESTWOOD TR (800)
VCP
1927
E
Rehabed
43.0
VCP
8
140.0
12/17/08
4691218446912183A
MELBOURNE AVE (4600)
VCP
Unknown
E
Rehabed
34.0
VCP
8
331.0
12/16/08
49415210UNKNOWN
BOYLSTON ST (200)
VCP
1912
E
R&R
151.0
VCP
8
151.0
12/11/08
5370907853709077A
41ST PL (400)
VCP
1910
E
R&R
250.0
VCP
8
309.0
12/11/08
6140713461407133A
ANAHEIM ST (26200)
VCP
1932
E
R&R
84.0
VCP
10
84.0
12/05/08
4931009949310100A
1ST ST (4000)
VCP
1911
E
Rehabed
13.0
VCP
8
196.0
12/02/08
6131501361315014A
B ST (300)
VCP
1948
E
Rehabed
19.0
VCP
10
199.0
11/25/08
6201301362013007A
HARBOR BLVD (500)
VCP
1912
E
R&R
38.0
VCP
12
38.0
11/21/08
23 of 24
COMMENTS
PIPE INFORMATION PIPE ID NUMBER US MH / DS MH
STREET NAME
PIPE YEAR MATERIAL BUILT
PIPE CONDITION
REHABED R&R R&R (LF) NEW
LINE (LF)
NEW PIPE (LF)
CONSTRUCTION INFORMATION PIPE LINER LINER REACH PIPE SIZE THICKNESS LENGTH MATERIAL (IN) MATERIAL (IN) (FT)
REACH COMPLETION DATE
5810112258101123A
SPRING ST ALLEY (100E)
CON
1929
E
R&R
292.0
VCP
8
292.0
12/21/08
5871201058712011A
167TH ST (16600)
CON
1998
E
Rehabed
20.0
VCP
8
330.0
11/14/08
5371509453715093A
48TH ST (1100)
VCP
Unknown
E
Rehabed
68.0
VCP
8
398.0
11/12/08
4660201946602020A
GOLD PLACE (1000)
CON
1929
E
R&R
88.0
VCP
8
88.0
11/10/08
4461329346701005A
VERDUGO RD (4200) #1159
CON
Unknown
E
R&R
277.0
VCP
8
277.0
11/06/08
4670810946708138A
AVE 63 (100)
VCP
1910
E
Rehabed
20.0
VCP
8
372.0
11/05/08
4940113249401111A
HYPERION AVE (1000)
VCP
Unknown
E
Rehabed
11.0
VCP
6
190.0
10/29/08
5170116651701171A
RIMPAU BLVD (1000)
VCP
Unknown
E
R&R
300.0
VCP
8
300.0
10/29/08
5340603053406014A
SAWTELLE BLVD (3300)
Unknown
1947
E
Rehabed
10.0
VCP
10
300.0
10/28/08
4411603144116021A
BEVERLY GLEN BLVD (3000)
VCP
1927
E
Rehabed
35.0
VCP
8
164.0
10/27/08
5671304856713047A
CROESUS AVE (11000)
VCP
Unknown
E
Rehabed
12.0
VCP
8
215.0
10/27/08
4410900544109004A
ROGEN DR (4005)
VCP
1955
E
R&R
153.0
VCP
8
153.0
10/24/08
4671112046711113A
MONTE VISTA ST (4800B)
VCP
1934
E
Rehabed
140.0
VCP
8
174.0
10/22/08
5170700551707006A
MONETTE PL (3200)
CON
1920
E
R&R
358.0
VCP
8
358.0
10/16/08
5661615456616155A
115TH ST (1900)
VCP
Unknown
E
Rehabed
10.0
VCP
8
300.0
10/13/08
5650308356503084A
87TH ST (1400)
VCP
1928
E
R&R
265.0
VCP
8
265.0
10/09/08
4281205642812057A
WHITTSET AVE (5000)
VCP
1960
E
Rehabed
15.0
VCP
8
34.0
10/08/08
4380709043807079A
CASS AVE (22700)
VCP
1964
E
Rehabed
8.0
VCP
8
172.0
10/08/08
3990702939907031A
LEAGUE ST (12000)
VCP
1953
E
Rehabed
8.0
VCP
8
290.0
10/03/08
4461326346613278A
VERDUGO RD (4200) #1159
CON
1928
E
R&R
230.0
VCP
8
230.0
10/03/08
3601402736014025A
FORSYTHE ST (8600)
VCP
1956
E
Rehabed
13.0
VCP
8
345.0
10/02/08
5161608451616083A
CENTRAL AVE (800)
VCP
1897
E
Rehabed
11.0
VCP
8
283.0
10/01/08
4681515246815053A
SILVER RIDGE AVE (2400)
VCP
Unknown
E
Rehabed
28.0
VCP
8
82.0
10/01/08
4701414147014166A
MARMONT AVE (1900)
VCP
1947
E
R&R
172.0
VCP
8
172.0
09/29/08
4940915449409170A
COMMONWEALTH AVE (100)
VCP
1925
E
R&R
210.0
VCP
8
210.0
09/25/08
5180601651806222A
LA CIENEGA BLVD (1200)
CON
Unknown
E
Rehabed
13.0
VCP
12
322.0
09/18/08
6240111962401033A
BEACON ST (1400)
CON
1922
E
R&R
327.0
VCP
8
327.0
09/18/08
4690909946909102A
HIGHLAND AVE ALLEY (6825)
VCP
Unknown
E
Rehabed
18.0
VCP
6
150.0
09/17/08
4940307449403073A
COVE AVE (2200)
VCP
1914
E
R&R
70.0
VCP
8
70.0
09/12/08
5361500653615005A
ST ANDREWS PL ALLEY (1700)
VCP
1908
E
R&R
295.0
VCP
8
295.0
09/10/08
4671008346710256A
CRANE BLVD (700)
VCP
1927
E
Rehabed
8.0
VCP
8
289.0
09/09/08
5151306051513059A
7TH PL (1900)
VCP
1903
E
Rehabed
28.0
VCP
8
205.0
09/08/08
5151308451513083A
BAY ST (2000)
VCP
1903
E
Rehabed
12.0
VCP
8
228.0
09/05/08
5170307851703111A
GRAMERCY PL (700)
VCP
1920
E
Rehabed
8.0
VCP
8
360.0
09/04/08
5591302255913006A
77TH PL (5000) #070542
VCP
1948
E
Rehabed
10.0
VCP
8
284.0
09/02/08
5370804553708046A
20TH ST (1800)
VCP
1913
E
R&R
303.0
VCP
8
303.0
09/02/08
5331508353315104A
INDIANA CT (900)
VCP
Unknown
E
Rehabed
151.0
VCP
8
340.0
08/29/08
4721607647216014A
STONE CANYON RD (1500)
VCP
Unknown
E
Rehabed
8.0
VCP
8
80.0
08/26/08
5210610552106130A
NORTHFIELD ST (16100)
VCP
1940
E
Rehabed
8.0
VCP
8
223.0
08/25/08
5210505552105041A
AKRON ST (16600)
VCP
1952
E
Rehabed
12.0
VCP
8
236.0
08/22/08
4901510449015121A
CHURCH LANE (300)
VCP
1954
E
Rehabed
14.0
VCP
8
255.0
08/21/08
3571417938902006A
GLORIA AVE #1063
VCP
Unknown
E
Rehabed
10.0
VCP
8
300.0
08/19/08
3920300439203001A
JEFFERY MARK CT (10200)
VCP
1970
E
Rehabed
17.0
VCP
8
245.0
08/18/08
5580710255807101A
GAGE AVE (1600)
CON
1925
E
R&R
331.0
VCP
8
331.0
08/15/08
3920404939204061A
FARRALONE AVE (10100)
VCP
1961
E
Rehabed
12.0
VCP
8
160.0
08/15/08
4390113543901136A
MARCHENA ST (21500)
VCP
1989
E
Rehabed
10.0
VCP
8
415.0
08/15/08
4400507144005064A
JUBILO DR (4000)
VCP
1963
E
Rehabed
17.0
VCP
8
362.0
08/14/08
4310702643107027A
CALVERT ST (19000)
VCP
1968
E
Rehabed
10.0
VCP
8
385.0
08/13/08
5570906755709082A
HOOVER ST (7000)
VCP
1919
E
R&R
350.0
VCP
8
350.0
08/04/08
5660214556602165A
EAST 88TH PL (242)
CON
1925
E
Rehabed
62.0
VCP
8
329.0
07/18/08
5661603556616051A
110TH ST ALLEY
VCP
Unknown
E
Rehabed
30.0
VCP
8
270.0
07/07/08
289709 54.87
24 of 24
COMMENTS
5
5
118 118
210
405
5
170
101 2 101
134 210 134
110 101
5
10
110 1
10
405
60 10 5
90
110 710
105
91
405
Legend New (1.7 Miles)
710
Replacement (7.8 miles) Emergency Repair Program (10.0 miles) Rehabilitation (35.2 miles)
Produced by GIS Group Wastewater Engineering Services Division Bureau of Sanitation City of Los Angeles Created August 20, 2009
City of Los Angeles FY 2008/09 Sewer Rehabilitation and Replacement June 30, 2009
\\82mtcgs1\gis2\GISUNIT\Projects\MapRequests\SettlementAgreement\2009\R&R_FY0808.mxd Thomas Bros Data reproduced with permisision granted by THOMAS BROS MAP
4
2
0
4 Miles
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
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/WCIPbook09-10.pdf. Hard copies will be available to the parties to the settlement agreement upon request.
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
WASTEWATER CAPITAL IMPROVEMENT PROGRAM PROJECT DESCRIPTIONS AND 10-YEAR EXPENDITURE PLAN (FISCAL YEARS 2009/10 – 2018/19) CATEGORIES: ¾ ¾ ¾ ¾ ¾ ¾ ¾
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 ED REYES
4TH DISTRICT TOM LABONGE
7TH DISTRICT RICHARD ALARCON
10TH DISTRICT HERB WESSON
13TH DISTRICT ERIC GARCETTI
2ND DISTRICT VACANT
5TH DISTRICT PAUL KORETZ
8TH DISTRICT BERNARD PARKS
11TH DISTRICT BILL ROSENDAHL
14TH DISTRICT JOSE HUIZAR
3RD DISTRICT DENNIS P. ZINE
6TH DISTRICT TONY CARDENAS
9TH DISTRICT JAN PERRY
12TH DISTRICT GREIG SMITH
15TH DISTRICT JANICE HAHN
BOARD OF PUBLIC WORKS CYNTHIA M. RUIZ, PRESIDENT JULIE GUTMAN, VICE PRESIDENT PAULA A. DANIELS VALERIE LYNNE SHAW BUREAU OF SANITATION ENRIQUE C. ZALDIVAR – DIRECTOR
BUREAU OF ENGINEERING GARY LEE MOORE, P.E. – CITY ENGINEER
D.C.TILLMAN WATER RECLAMATION PLANT ENVIRONMENTAL MONITORING DIVISION FINANCIAL MANAGEMENT DIVISION HYPERION TREATMENT PLANT INFORMATION & CONTROL SYSTEMS DIVISION LOS ANGELES-GLENDALE WATER RECLAMATION PLANT TERMINAL ISLAND WATER RECLAMATION PLANT WASTEWATER COLLECTION SYSTEMS DIVISION WASTEWATER ENGINEERING SERVICES DIVISION
ARCHITECTURAL DIVISION ENVIRONMENTAL ENGINEERING DIVISION WASTEWATER CONVEYANCE ENGINEERING DIVISION WASTEWATER CONVEYANCE CONSTRUCTION DIVISSION
BUREAU OF CONTRACT ADMINISTRATION JOHN L. REAMER, JR. – INSPECTOR OF PUBLIC WORKS WASTEWATER CONSTRUCTION DIVISION
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PLANNED EXPENDITURE SUMMARY ST
1 Year 2009/10
CATEGORY COLLECTION SYSTEMS
nd
2 Year 2010/11
rd
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
164,990,909 182,963,753 167,416,078 170,750,425 156,146,921
th
th
th
th
th
6 Year 20014/15
7 Year 2015/16
8 Year 2016/17
9 Year 2017/18
10 Year 2018/19
347,396,972
453,472,970
447,764,115
424,843,902
300,140,690
7,017,880
3,754,997
DONALD C. TILLMAN WATER RECLAMATION PLANT
31,802,469
17,371,852
16,298,334
10,119,215
72 3, 241
HYPERION TREATMENT PLANT
50,076,972
67,778,717
91,153,814
33,453,542
29,282,173
22,249,413
4,147,983
11,381,295
50,617,940
LA/GLENDALE WATER RECLAMATION PLANT
1,877,062
6,316,583
11,484,486
2,679,982
31 3, 110
2,011,093
1,447,902
4,801,435
3,494,000
PUMPING PLANTS
1,704,222
15,183,680
25,262,470
24,984,395
4,131,335
0
0
0
0
0
22,037,409
21,810,113
15,592,848
7,073,994
5,735,663
21,257,169
32,183,170
48,772,248
44,063,398
3,270,663
8,234,071
11,008,184
18,943,384
25,592,371
6,259,271
5,643,203
5,832,578
11 8, 948
0
0
SYSTEM WIDE TERMINAL ISLAND WATER RECLAMATION PLANT
TOTAL WCIP 280,723,114
Page 1
96,600
54,880
0 55,059,457 56,000
322,432,882 346,151,414 274,653,924 202,591,714 398,654,450 504,102,483 516,593,038 523,074,120 358,526,810
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
THIS PAGE INTENTIONALLY LEFT BLANK
Page 2
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS)
CS PLANNED EXPENDITURE SUMMARY ST
PROJECT TITLE 4TH AVE SLAUSON SEWER REHAB
nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
7,690,352
12,321,585
4,839,703
0
0
0
0
0
0
0
24 3, 380
34 8, 400
2,798,978
4,342,622
328,580
1,440,288
6,230,448
4,976,044
38,880
0
0
71ST AVALON SWR REHAB
0
0
62,440
37 8, 280
46 1, 020
3,319,160
6,958,160
74TH STREET SEWER REHAB
0
57 3, 680
56 3, 380
5,257,348
7,896,110
4,404,922
27,200
ADAMS BL RELIEF SEWER
320,980
69 8, 380
66 4, 960
7,700,500
11,610,860
4,073,540
ADDITIONAL SEWER FLOW MONIT
247,400
28 5, 600
1,199,088
1,002,172
0
4,132,109
0
0
0
0
0
0
864,000
46 4, 000
ATF BIOTRICKLING EQUIPMENT
1,826,780
ATF ECIS - LA CNGA & JEFFERSON
th
9 Year 2017/18 0
0
0
0
0
0
0
0
0
0
0
5,920
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13 9, 340
13 4, 500
2,004,221
59 5, 369
0
0
0
46 4, 000
46 4, 000
46 4, 000
46 4, 000
46 4, 000
46 4, 000
46 4, 000
46 4, 000
65 3, 920
0
0
0
0
0
0
0
0
4,379,100
60,880
0
0
0
0
0
0
0
0
ATF NCOS SIPHON
6,381,680
1,768,680
0
0
0
0
0
0
0
ATF REVIEW STUDY
1,225,000
27 0, 000
0
0
0
0
0
0
0
0
16,873,060
4,692,316
11 7, 600
0
0
0
0
0
0
0
0
0
0
29 7, 640
1,079,303
4,880,157
0
0
320,955
0
0
0
0
0
0
0
0
0
0
0
12 1, 394
42 4, 235
42 4, 235
3,767,091
11,782,868
6,640,517
0
0
500,000
50 0, 000
50 0, 000
50 0, 000
5,000,000
0
0
0
0
0
COLL SYS ADV PLANNING (BOS)
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
1,500,000
CONCORD STREET RELIEF SWR
0
0
0
0
20 0, 000
50 0, 000
2,321,000
0
0
0
29TH CONGRESS RLF SWR 60TH STREET INTERCEPTOR SWR
ALVARADO CRANDALL RLF SWR APPLE ST RLF SWR ASSESSMENT ACT SWRS
AVE 45 ARROYO DR RLF SWR BALDWIN HILLS AREA SWR REHAB BUCHANAN RELIEF SEWER CENTRAL BUS DST RLF SWR PH-5 CIS RELIEF SWR
Page 3
39,360
CS
99,400
0
10 Year 2018/19
12,720 0 31,600
19,520
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
th
th
5 Year 20013/14
6 Year 20014/15
7 Year 2015/16
8 Year 2016/17
th
th
9 Year 2017/18
10 Year 2018/19
COS REHAB MARKET ST TO RODEO
1,219,760
0
0
0
2,023,380
23,489,300
25,140,500
24,520,160
2,174,280
0
COS REHAB NORS DIV 4 TO MARKET
12,529,790
12,529,790
4,434,386
8,640
0
0
0
0
0
0
DAR 01 HOLLYWOOD
96,440
10 5, 220
1,935,412
1,718,618
0
0
0
0
0
0
DAR 02 HOLLYWOOD
402,080
2,327,482
5,722,198
6,240
0
0
0
0
0
0
0
0
0
11 0, 260
29 8, 089
1,164,454
96,357
0
0
16,060,000
16,060,000
15,060,000
14,060,000
13,060,000
11,060,000
9,060,000
9,060,000
9,060,000
0
654,540
82 3, 280
4,960
0
0
0
0
0
0
0
0
0
0
71 7, 620
1,003,080
5,885,746
19,093,776
3,005,438
0
0
77,620
1,605,670
1,963,570
5,600
0
0
0
0
0
0
FIGUEROA ST SWR REPLC
0
0
31 3, 960
37 8, 080
2,195,798
4,762,272
1,479,370
0
0
FLOW MON REAL TIME & SCADA INT
0
0
0
0
5,120
25 9, 907
75 6, 384
0
0
0
FRONT ST SEWER REHAB
0
0
0
0
1,644,960
5,921,060
11,680
0
0
0
4,280,000
8,700,000
8,700,000
9,185,000
7,700,000
50,000,000
71,700,000
71,700,000
71,700,000
71,900,000
113,674
0
0
0
0
0
0
0
0
0
HIGHLAND PK EAGLE ROCK SWR RHB
0
0
0
66 2, 460
54 6, 740
6,317,500
9,311,450
1,139,490
0
0
HUMBOLDT FIGUEROA RLF SWR
0
0
0
0
0
0
21 3, 780
1,092,200
1,411,400
3,446,390
JWOOD NORMAN BERENDO RLF SWR
0
0
12 0, 000
12 6, 840
13 1, 300
2,274,595
1,980,505
4,400
0
0
1,143,940
1,343,940
1,391,640
13,197,020
21,062,330
21,062,330
10,134,740
0
0
195,160
3,420,636
3,487,264
0
0
0
0
0
0
LCIS RELOC RODEO JEFFERSON
4,374,863
72 5, 191
0
0
0
0
0
0
0
0
MAINTENANCE HOLE RESETTING
250,000
1,385,600
1,385,700
1,524,200
1,524,200
1,676,600
1,676,600
1,676,600
1,676,600
1,676,000
0
0
11,640
98,220
99,940
99 4, 240
3,520
0
0
0
163,366
0
0
0
0
0
0
EAST LA AREA PRIM SWR REHAB EMERGENCY SEWER REPLACEMENT ENTERPRISE ST SIPHON MOD EXPOSITION BL SWR REHAB FIG MERIDIAN YORK RLF SWR
GLENDALE-BURBANK IN SWR (GBIS) HARBOR AREA CSRP U-4
LCIS REHAB BLACKWELDER MELROSE LCIS REHAB JEFFERSON LA CIEN
MANHATTAN 4TH SWR REHAB MEDIA CENTER SWR CONN TO ERIS
Page 4
54,640
29,820
0
CS
14,240
0
0
68,080
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE N BROADWAY SWR REHAB NEIS PH 2 NORMANDIE REPL LCL 68-VERMONT
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
131,147
0
0
0
0
0
0
0
0
0
4,520,000
9,300,000
9,300,000
9,815,000
8,200,000
53,100,000
76,100,000
76,100,000
76,100,000
76,200,000
83,240
41 2, 260
37 4, 680
3,988,380
5,989,105
2,101,255
3,040
0
0
99,440
0
0
0
0
0
NORMANDIE SWR REPL/REHAB
778,220
75 2, 960
7,852,880
11,788,180
9,937,360
NORMANDIE SWR REPLC 62ND-68TH
173,801
0
0
0
0
0
0
0
0
0
5,837,068
9,338,235
7,513,957
0
0
0
0
0
0
0
0
0
0
0
10,000,000
10,000,000
10,000,000
10,000,000
10,000,000
NOS REHAB SIPHON TO LCIS JCT
17,445,040
14,110,375
10 9, 440
0
0
0
0
0
0
0
NOS REHAB VAN NESS WESTERN
397,920
10 0, 320
50,000
45 9, 100
10,924,800
14 2, 580
5,920
0
0
0
ODOR CNTR FORMAN AVE LOCAL SWR
140,600
88,960
1,334,164
1,685,956
0
0
0
0
0
ODOR CTRL HOLLYDALE SWR
504,600
0
0
0
0
0
0
0
0
0
56,961
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1,000,000
10,000,000 125,200,000
125,200,000
0
2,150,000
0
0
0
0
0
0
0
0
0
53 9, 648
97 0, 012
1,120
0
0
0
0
0
NOS REHAB MAZE PHASE 5 NOS REHAB PROGRAM
ODOR CTRL WOODBRIDGE SCRUB REL PLANNED UPGR REPLC PROG PRIM SWR MODEL WET WEATHER CAL
17,440
70,240
10,160
SAN PEDRO SIPHON UPSTREAM 30"
0
SECONDARY SWR RENEWAL PROG
0
0
0
0
0
54,023,000
56,582,900
59,269,850
76,041,200
79,004,300
SLAUSON COMPTON SWR REHAB
0
18 2, 860
64 7, 920
66 5, 620
36 2, 040
6,469,976
10,934,908
5,482,916
6,400
0
SOTO PICO SWR REPLC
0
0
32 9, 640
1,032,080
1,164,660
17,181,421
8,387,999
0
0
0
SSRP A01 EMERSON AV & 82ND ST
152,040
70 8, 618
2,694,082
5,280
0
0
0
0
0
0
SSRP A02A VENICE BL & GENESEE
209,859
0
0
0
0
0
0
0
0
0
SSRP A02B COLISEUM & LA BREA
261,124
0
0
0
0
0
0
0
0
0
SSRP A04
40,877
40,876
69 3, 682
69 3, 683
0
0
0
0
0
0
SSRP C01A CALIF & ABBOTT KINN
93,760
2,360,570
2,898,170
0
0
0
0
0
0
0
Page 5
CS
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
th
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
3 Year 2011/12
58,980
1,487,010
1,825,550
0
0
0
0
0
0
0
SSRP C03 VENICE & STEWART
128,460
3,234,120
3,970,320
0
0
0
0
0
0
0
SSRP C04 ROSE & WASHINGTON
286,926
0
0
0
0
0
0
0
0
0
SSRP C01B BILLOWVISTA & 83RD
1 Year 2009/10
rd
2 Year 2010/11
PROJECT TITLE
9 Year 2017/18
10 Year 2018/19
SSRP C08A PALISADES & SURFVIEW
75,792
75,792
1,286,204
1,286,202
0
0
0
0
0
0
SSRP C08B TEMESCAL CYN & PALIS
175,145
17 5, 145
2,972,238
2,972,237
0
0
0
0
0
0
SSRP C08C OCEAN & TEMESCAL CYN
0
24 0, 235
24 0, 236
4,076,831
4,076,830
0
0
0
0
0
SSRP C09A MANDVILE & WESTRIDGE
182,831
0
0
0
0
0
0
0
0
0
SSRP C09B SUNSET BL & AMALFI
151,800
0
0
0
0
0
0
0
0
0
4,886,265
76 1, 165
0
0
0
0
0
0
0
0
51,560
41 8, 030
50 7, 790
0
0
0
0
0
0
0
SSRP E02 VENTURA & LANKERSHIM SSRP E11 HESBY ST. & RIVERTON SSRP E35
0
27,845
27,847
47 2, 548
47 2, 549
0
0
0
0
0
SSRP E39
0
17 9, 729
17 9, 730
3,050,036
3,050,036
0
0
0
0
0
SSRP H01 OLYMPIC & S SPAULDING
110,105
0
0
0
0
0
0
0
0
0
SSRP H03
432,327
43 2, 327
7,336,657
7,336,657
0
0
0
0
0
0
2,138,598
18 8, 544
0
0
0
0
0
0
0
0
826,571
4,036,169
2,320
0
0
0
0
0
0
0
SSRP H14
59,896
59,896
1,016,437
1,016,439
0
0
0
0
0
0
SSRP H15
0
38,151
38,153
64 7, 437
64 7, 437
0
0
0
0
0
0
0
0
0
0
0
0
0
34,063
57 8, 069
57 8, 069
0
0
0
0
0
0
28 7, 329
28 7, 328
4,876,010
4,876,012
0
0
0
0
0
SSRP H04A SNST PLZA & RSNG GLN SSRP H04B 3RD & LA CIENEGA
SSRP H18 MUIRFIELD & OLYMPIC
327,251
960
SSRP H19
34,064
SSRP H20
0
SSRP H21
45,703
45,702
77 5, 576
77 5, 575
0
0
0
0
0
0
SSRP H23
0
92,100
92,100
1,562,953
1,562,954
0
0
0
0
0
Page 6
CS
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE SSRP H24
1 Year 2009/10
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
3 Year 2011/12
rd
4 Year 2012/13
92,256
1,565,602
1,565,604
0
0
0
0
0
0
2 Year 2010/11
92,256
th
th
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
SSRP H25A HOOVER & CLARISSA
0
35 4, 197
1,289,242
0
0
0
0
0
0
0
SSRP H25B MANZANITA & EFFLE
0
39 9, 308
1,624,265
0
0
0
0
0
0
0
SSRP H26A FRANKLIN & HYPERION
1,328,041
2,258,898
15,200
0
0
0
0
0
0
0
SSRP H26B LOS FELIZ & RVERSIDE
1,345,451
2,279,123
16,160
0
0
0
0
0
0
0
SSRP H26C SANBORN & GRIFF PARK
68,860
31 4, 016
31 1, 726
0
0
0
0
0
0
0
SSRP H26D GRIF PARK & GLENDALE
622,365
6,160
0
0
0
0
0
0
0
0
SSRP H27B CAHUENGA & MELROSE
110,885
0
0
0
0
0
0
0
0
0
SSRP H27C CAHUENGA & HOLLYWOOD
207,503
0
0
0
0
0
0
0
0
0
SSRP H28A WILLOW GLN & NICHOLS
194,945
0
0
0
0
0
0
0
0
0
SSRP H28B FRANKLIN & NICHOLS
363,471
0
0
0
0
0
0
0
0
0
SSRP H28C SUNSET & GARDNER
272,321
0
0
0
0
0
0
0
0
0
SSRP H29A LAUREL CYN & MLHLLND
124,636
0
0
0
0
0
0
0
0
0
SSRP H29B LAUREL CYN & KRKWOOD
161,741
0
0
0
0
0
0
0
0
0
SSRP H30A HOLLYWOOD FWY & VINE
518,364
0
0
0
0
0
0
0
0
0
SSRP H30B SANTA MONICA & GOWER
249,180
0
0
0
0
0
0
0
0
0
64 2, 379
64 2, 379
0
0
0
0
0
SSRP H31
0
37,853
37,854
SSRP H32A CANYON & SPRING OAK
372,183
3,120
0
0
0
0
0
0
0
0
SSRP H32B SUNSET & CANYON
562,344
5,120
0
0
0
0
0
0
0
0
1,355,571
1,355,571
0
0
0
0
0
0
0
0
0
0
0
0
SSRP H33 SSRP H35 GRIFFITH PK & FRANKLN
0 441,301
79,880 1,599,771
79,879 3,120
SSRP N01
0
56,929
56,929
96 6, 097
96 6, 098
0
0
0
0
0
SSRP N02
0
60,208
60,208
1,021,737
1,021,736
0
0
0
0
0
Page 7
CS
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE SSRP N05
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
1 Year 2009/10
2 Year 2010/11
rd
4 Year 2012/13
th
5 Year 20013/14
3 Year 2011/12
th
th
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
0
13 0, 848
13 0, 847
2,220,507
2,220,507
0
0
0
0
0
SSRP N09 FRESNO ST & OREGON ST
479,113
72 3, 097
0
0
0
0
0
0
0
0
SSRP N12
125,753
12 5, 752
2,134,038
2,134,037
0
0
0
0
0
0
1,081,252
2,656,888
2,880
0
0
0
0
0
0
0
575,140
6,037,226
0
0
0
0
0
0
0
SSRP N13 CESAR CH & ALAMEDA SSRP N15 GLENDALE & SCOTT
17,840
SSRP P03A GOLDEN STATE & 10 FW
1,920
0
0
0
0
0
0
0
0
0
SSRP P03B SOTO ST & 10 FWY
4,400
0
0
0
0
0
0
0
0
0
71 8, 251
71 8, 250
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SSRP P09 SSRP P10 AVE 43 & MARMION SSRP P11 MARMION & FIGUEROA
0 80,240 0
42,324
42,325
2,054,286
18 1, 274
64,180
1,000,042
86,520
SSRP P12 AV 50 & MONTE VISTA
177,020
2,900,659
1,327,981
0
0
0
0
0
0
0
SSRP P13 RANGE & NORTH AV 55
205,120
3,361,936
1,539,404
0
0
0
0
0
0
0
SSRP P14 PASADENA & MARMION
537,422
1,700,318
6,880
0
0
0
0
0
0
0
0
11 9, 223
11 9, 224
2,023,241
2,023,241
0
0
0
0
0
4,334,634
1,424,985
0
0
0
0
0
0
0
0
SSRP P18B VERDUGO & AVE 33
202,380
5,027,888
1,652,792
0
0
0
0
0
0
0
SSRP S03 RODEO & NORTON
902,257
3,422,303
6,800
0
0
0
0
0
0
0
1,618,593
1,618,593
0
0
0
0
0
SSRP P15 SSRP P18A EAGLE ROCK & YORK
SSRP S05
0
95,379
95,378
SSRP S06 VERMONT & 76TH ST
153,000
3,048,950
3,742,830
0
0
0
0
0
0
0
SSRP S09 IMPERIAL & FIGUEROA
241,879
0
0
0
0
0
0
0
0
0
SSRP S15 GRAND AVE & 58TH ST
76,320
76 2, 423
63,801
0
0
0
0
0
0
0
0
12 2, 204
12 2, 204
2,073,822
2,073,822
0
0
0
0
0
1,141,923
4,317,743
8,560
0
0
0
0
0
0
0
SSRP T01 SSRP T03 PASEO DL MR & CAROLNA
Page 8
CS
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE
1 Year 2009/10
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
3 Year 2011/12
rd
4 Year 2012/13
2 Year 2010/11
th
th
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
SSRP T04
130,578
13 0, 578
2,215,930
2,215,931
0
0
0
0
0
0
SSRP T05 CHANNEL & GAFFEY ST
106,840
49 7, 752
1,892,708
3,680
0
0
0
0
0
0
0
10 4, 023
10 4, 022
1,765,278
1,765,278
0
0
0
0
0
SSRP U01 MARINA FWY & WCH PKWY
113,100
21 5, 220
2,766,565
2,823,545
0
0
0
0
0
0
SSRP U04A BEVERLYWOOD & 10 FWY
194,811
0
0
0
0
0
0
0
0
0
SSRP U09 OHIO AV & STONER AV
87,480
70 8, 070
86 0, 050
0
0
0
0
0
0
0
SSRP U10 N BUNDY & TRAVIS ST
67,080
1,689,020
2,073,280
0
0
0
0
0
0
0
80,774
80,774
1,370,746
1,370,745
0
0
0
0
0
480
0
0
0
0
0
0
0
65 0, 328
65 0, 328
0
0
0
0
0
0
SSRP T06
SSRP U11
0
SSRP U15 CAMDEN & EXPOSITION
61,880
22 3, 848
SSRP U16
38,322
38,322
SSRP U18A RSCOMARE & STRADELLA
516,511
2,880
0
0
0
0
0
0
0
0
SSRP U18B VETERAN & SUNSET
441,640
4,480
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SSRP U19A ROCHESTER & BEV GLEN
1,790,035
11,360
SSRP U19B PROSSER & OLYMPIC
2,447,030
7,280
0
0
0
0
0
0
0
0
SSRP U20
110,707
11 0, 709
1,878,724
1,878,724
0
0
0
0
0
0
SSRP U21
0
19 2, 844
19 2, 845
3,272,592
3,272,593
0
0
0
0
0
SSRP U22A MULHOLLAND BELLAGIO
0
21,920
1,760,144
1,799,076
0
0
0
0
0
0
SSRP U22B BELLAGIO & WILSHIRE
555,392
2,099,658
4,160
0
0
0
0
0
0
0
SSRP U23
155,275
15 5, 274
2,635,030
2,635,031
0
0
0
0
0
0
1,036,183
3,040
0
0
0
0
0
0
0
0
124,160
3,131,250
3,843,830
0
0
0
0
0
0
0
39,741
39,741
67 4, 414
67 4, 414
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SSRP U24 ROBERTSON & ALCOTT SSRP W32 SERRANIA & DUMETZ SSRP Z13 UPPER BEACHWOOD CENTRAL MH ADD
Page 9
106,080
0
CS
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
PROJECT TITLE UPPER BEACHWOOD EASEMNT MH ADD
PROJECT PLANNED EXPENDITURE SUMMARY COLLECTION SYSTEM (CS) nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
127,820
12 5, 300
58 2, 520
93 3, 880
3,680
0
0
0
0
0
UPPER BEACHWOOD EAST MH ADD
1,187,880
61 4, 580
480
0
0
0
0
0
0
0
UPPER BEACHWOOD WEST MH ADD
555,878
1,339,395
21 0, 907
0
0
0
0
0
0
0
VALLEY SPRING LANE INTER SWR
0
0
0
0
0
50 0, 000
3,000,000
3,500,000
3,500,000
55,950,000
VAN NUYS SYLMAR SWR REHAB
0
0
0
45 0, 200
58 6, 800
8,312,660
6,720
0
0
0
VERMONT AV SWR REPLC
0
0
97,160
45 1, 340
38 4, 900
5,838,913
7,067,967
40,000
0
0
VERMONT MANCHSTER SWR REHAB
0
0
45,020
26 6, 420
34 8, 820
1,670,600
6,215,136
29 8, 304
0
0
0
0
0
0
0
0
0
0
1,307,646
1,842,564
0
0
0
0
0
VOS WASHINGTON SWR REHAB WASH GRIFFITH LB SWR REPLC WASH OXFORD BEACH RLF SWR
560 78,560
0 88,500
11,680
4,725,206
0
0
0
0
0
0
0
0
0
WESTERN 35TH RLF SWR
0
0
48 1, 000
47 9, 540
52 0, 600
7,165,756
16,598,496
1,969,488
0
0
WILSHIRE AREA JEFF SWR REHAB
0
0
0
0
78,480
2,721,840
2,952,820
13,200
0
0
WILSHIRE AREA OLYM SWR REHAB
0
0
31 0, 280
31 6, 760
31 4, 840
4,558,816
5,492,004
31,040
0
0
WILSHIRE AREA SYS SWR REHAB
0
0
0
35 2, 220
50 3, 820
2,779,500
6,998,140
56 8, 440
0
0
WILSHIRE WSTMORELAND SWR REHAB
0
0
0
12 8, 020
14 6, 760
1,652,198
24 7, 022
0
0
0
WLA RLF SWR
933,380
2,211,100
2,265,620
2,259,440
92,840
8,844,787
42,894,726
42,777,385
36,549,882
0
WLAIS REHAB OVERLAND - BARRY
886,640
27 6, 480
7,165,515
7,165,515
7,165,515
0
0
0
0
0
0
0
0
0
0
0
0
0
9,460,140
0
WORKMAN MOZART INTER SWR
TOTAL CS 164,990,909 182,963,753 167,416,078 170,750,425 156,146,921 347,396,972 453,472,970 447,764,115 424,843,902 300,140,690
Page 10
CS
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY DONALD C. TILLMAN WATER RECLAMATION PLANT (DCT)
DCT PLANNED EXPENDITURE SUMMARY ST
nd
1 Year 2009/10
PROJECT TITLE DCT AQUA DIAM FILTER PROC
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
7,527,455
0
0
0
0
0
0
0
0
0
DCT CAPITAL EQP REPLC PROG
402,500
40 2, 500
17 2, 500
0
0
0
0
0
0
0
DCT CAPITAL STR REPLC PROG
109,250
21 1, 250
92,000
0
0
0
0
0
0
0
0
0
0
0
0
7,017,880
3,754,997
DCT ELECTRICAL POWER SYS MODS
80,861
29 8, 720
50 6, 440
6,226,879
72 3, 241
0
0
0
0
0
DCT ELECTRICAL VAULT REHAB
44,000
70,000
78 1, 000
0
0
0
0
0
0
0
DCT DCS REPLACEMENT
96,600
54,880
0
DCT EMERGENCY BACKUP POWER
4,342,456
3,536,704
0
0
0
0
0
0
0
0
DCT FIL REPLACEMENT (INST)
9,908,680
0
0
0
0
0
0
0
0
0
DCT FILTER RAILING SYS UPGR
591,500
0
0
0
0
0
0
0
0
0
DCT GALLERY VENTILATION
219,810
28 9, 642
0
0
0
0
0
0
0
0
DCT IN PLANT STORAGE
2,109,240
10,235,590
14,746,394
3,892,336
0
0
0
0
0
0
DCT LAB FACILITY
3,618,720
2,112,740
0
0
0
0
0
0
0
0
DCT LANDSCAPING
186,434
20 4, 886
0
0
0
0
0
0
0
0
DCT PRIM TANK SKIM COVER REPL
707,040
9,820
0
0
0
0
0
0
0
0
56,720
0
0
0
0
0
0
0
0
0
1,823,000
0
0
0
0
0
0
0
0
0
74,803
0
0
0
0
0
0
0
0
0
31,802,469
17,371,852
16,298,334
10,119,215
723,241
96,600
7,017,880
3,754,997
54,880
0
DCT SCREW PUMP COVERS REPL DCT SOLAR PANEL INSTALL DCT TEMP BYPASS TERT EFF PIPNG TOTAL DCT
Page 191
DCT
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY HYPERION TREATMENT PLANT (HTP)
HTP PLANNED EXPENDITURE SUMMARY ST
2 Year 2010/11
918,120
9,055,528
13,147,592
0
0
0
0
0
0
0
0
0
16 0, 020
49 0, 228
81 5, 156
0
0
0
0
0
425,000
0
0
0
0
0
0
0
0
0
HTP CAPITAL EQP REPLC PROG
4,834,000
4,330,000
3,155,000
1,820,000
0
0
0
0
0
0
HTP CAPITAL STR REPLC PROG
50,000
50,000
50,000
50,000
0
0
0
0
0
0
HTP CAPITAL UTILITY REPLC PROG
300,000
30 0, 000
30 0, 000
30 0, 000
0
0
0
0
0
0
HTP COMP ROOM CLNG SYS UPGRD
243,219
93 7, 840
1,474,980
0
0
0
0
0
0
0
2,672,342
7,497,551
8,769,810
2,555,418
0
0
0
0
0
0
0
1,266,620
10,500
2,544,786
11,116,875
9,166,099
0
0
0
0
8,000
0
0
0
0
0
0
0
PROJECT TITLE HTP 1 & 5 MILE OUTFALL REBAL HTP ABRA BLA & STEAM CLEAN FAC HTP BIOL ODOR CNTR RELO
HTP DCS REPLACEMENT HTP DEWATER CENTRFG & PUMP 7&8 HTP DG COMP FCT METHANE MITI HTP DIC II WET CAKE PUMP PRO
nd
1 Year 2009/10
32,000
rd
th
3 Year 2011/12
13,000
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
454,480
0
0
0
0
0
0
0
0
0
0
0
0
0
0
49 3, 140
50 0, 500
4,972,735
12,548,385
2,062,260
182,017
0
0
0
0
0
0
0
0
0
1,381,560
17,043,445
10,904,299
0
0
0
0
0
0
0
217,103
3,274,417
2,140,204
0
0
0
0
0
0
0
HTP DIG GAS DESULF FAC IMPR
1,804,420
1,750,000
13,197,000
0
0
0
0
0
0
0
HTP DIG GAS FLARE REPLC
1,313,940
5,823,520
11,276,080
20 5, 640
0
0
0
0
0
0
45,000
18 9, 900
26 5, 260
2,264,580
1,029,760
0
0
0
0
HTP DICE II CENTRIFUGE REPL HTP DICE II WET CAKE PP REPLC HTP DIG GAS COMP FAC HTP DIG GAS COMP PROC
HTP DILUTE POLYMER PUMP IMPR
0
HTP EPP HEADER REPL
436,000
68 9, 520
49 4, 100
7,960,640
11,446,000
3,778,560
0
0
0
0
HTP EPP REHAB
139,560
32 1, 768
53 5, 452
0
0
0
0
0
0
0
1,009,950
0
0
0
0
0
0
0
0
0
HTP FOG PILOT FAC
Page 211
HTP
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY HYPERION TREATMENT PLANT (HTP)
ST
2 Year 2010/11
HTP HWK GRIT & SCREE HAND IMPR
832,500
3,897,049
11,295,735
2,363,196
0
0
0
0
0
0
HTP HYPOCHLORITE SYS MODS
425,131
0
0
0
0
0
0
0
0
0
HTP IPS CONCRETE & LINER REHAB
152,380
0
0
0
0
0
0
0
0
0
0
0
0
25 3, 380
28 8, 880
2,440,337
1,135,488
0
0
0
HTP IPS SCRUBBER MODS
299,340
0
0
0
0
0
0
0
0
0
HTP LIQUID SLUDGE STORAGE FAC
360,684
0
0
0
0
0
0
0
0
0
HTP ODOR CTRL HDWRKS SYS RPL
296,932
27 5, 660
3,516,597
3,840,883
0
0
0
0
0
0
HTP PBB SLUDGE BLANK MEAS SYS
220,680
0
0
0
0
0
0
0
0
0
HTP PREG BUIL FIRST FL MODIF
614,080
2,713,660
0
0
0
0
0
0
0
0
17,293,745
3,101,400
0
0
0
0
0
0
0
0
5,815,703
0
0
0
0
0
0
0
0
0
HTP PRIM SLUDGE CENTRIFUGE PRO
823,362
0
0
0
0
0
0
0
0
0
HTP PRIM TREATMENT POLYMER FAC
283,560
0
0
0
0
0
0
0
0
0
HTP PRIMARY SCRUBBER PLATFORM
354,097
0
0
0
0
0
0
0
0
0
HTP ROLLOFF PILOT TRAIL
180,869
11 3, 991
0
0
0
0
0
0
0
0
0
0
0
0
0
29 4, 379
60 4, 715
5,100,800
10,414,352
0
HTP SEC CLARIF POLYMER ADD
120,000
0
0
0
0
0
0
0
0
0
HTP SERVICE WATER FAC EXP
568,120
1,871,904
3,387,692
15 2, 044
0
0
0
0
0
0
HTP SOLIDS HDLG ODOR CTL FAC
593,760
80 6, 040
6,613,353
9,670,087
0
0
0
0
0
HTP SOLIDS HNDL TRUCK LOAD FAC
0
0
0
0
0
92 8, 000
1,907,280
1,307,760
27,655,203
52,997,197
HTP STANDBY BOILER #4
0
0
52 7, 500
98 1, 980
3,311,562
4,119,138
0
0
0
0
2,543,736
2,113,324
0
0
0
0
0
0
0
0
292,201
0
0
0
0
0
0
0
0
0
PROJECT TITLE
HTP IPS ODOR CNTRL IMPR
HTP PRIM BATT C MOD HTP PRIM SLUDGE CENTRIFUGE INS
HTP SEC CLARF EXPANSION
HTP SUBSTATION SEPARATION HTP SWF VENTILATION IMPRVMENTS
Page 212
nd
1 Year 2009/10
rd
th
3 Year 2011/12
th
4 Year 2012/13
HTP
th
5 Year 20013/14
th
6 Year 20014/15
39,120
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
1 Year 2009/10
PROJECT TITLE
PROJECT PLANNED EXPENDITURE SUMMARY HYPERION TREATMENT PLANT (HTP) nd
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
HTP TOXICITY CHAM LAB MODIF
266,041
0
0
0
0
0
0
0
0
0
HTP TRUCK LOAD FAC BOTTOM FEED
949,080
0
0
0
0
0
0
0
0
0
HTP VDM BRIDGE REHAB
377,260
48 7, 480
0
0
0
0
0
0
0
0
50,076,972
67,778,717
91,153,814
33,453,542
29,282,173
22,249,413
4,147,983
11,381,295
50,617,940
55,059,457
TOTAL HTP
Page 213
HTP
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY LA-GLENDALE WATER RECLAMATION PLANT (LAG)
LAG PLANNED EXPENDITURE SUMMARY ST
nd
1 Year 2009/10
PROJECT TITLE
rd
2 Year 2010/11
LAG CAPITAL EQUIP REPL PROG
322,000
LAG CAPITAL STR REPLC PROG
42,400
th
3 Year 2011/12
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4,801,435
3,494,000
LAG ELECTRICAL POWER SYS MODS
495,540
24 1, 100
3,558,356
1,766,984
0
0
0
0
0
0
LAG GALLERY VENTILATION
333,326
41 3, 810
0
0
0
0
0
0
0
0
0
0
26 8, 090
31 3, 110
2,011,093
1,349,202
0
0
0
LAG NDN BLOW MNGMNT SYS PRO
100,840
3,156,785
2,887,955
0
0
0
0
0
0
0
LAG NDN BLOW SYS ABB DCS PRO
105,156
63 0, 758
51 2, 014
0
0
0
0
0
0
0
LAG NDN BLOWER MAN SYS INS
255,120
43 6, 030
1,670,350
50 9, 984
0
0
0
0
0
0
LAG TERTIARY FILTER REPL
222,680
1,403,600
2,797,080
13 4, 924
0
0
0
0
0
0
1,877,062
6,316,583
11,484,486
2,679,982
313,110
2,011,093
1,447,902
4,801,435
3,494,000
0
LAG DCS REPLACEMENT
LAG HPE & INST AIR PIPNG RPLC
TOTAL LAG
Page 263
34,500
th
4 Year 2012/13
58,731
LAG
98,700
56,000
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY PUMPING PLANTS (PP)
PP PLANNED EXPENDITURE SUMMARY ST
1 Year 2009/10
PROJECT TITLE CITYWIDE PP GEN REPL
nd
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
55,589
4,000
0
0
0
0
0
0
0
0
LA ZOO GENERATOR REPL
113,899
0
0
0
0
0
0
0
0
0
MURDOCK PP672 ENGINE GEN REPL
106,213
7,000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
UNION PACIFIC ENGINE GEN REPL
98,483
VENICE PP DUAL FORCE MAIN VENICE PP PLANT VFD 5 UPGRADE VENICE PP VIBRATION REHAB TOTAL PP
Page 275
11,000
459,080
15,161,680
25,262,470
24,984,395
4,131,335
0
0
0
0
0
97,940
0
0
0
0
0
0
0
0
0
773,018
0
0
0
0
0
0
0
0
0
1,704,222
15,183,680
25,262,470
24,984,395
4,131,335
0
0
0
0
0
PP
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY SYSTEMWIDE (SW)
SW PLANNED EXPENDITURE SUMMARY ST
PROJECT TITLE BOND ASSISTANCE PROGRAM
nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
500,000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
50 0, 000
BUREAU-WIDE SECURITY SYSTEM
2,116,700
24 7, 069
0
0
0
0
0
0
0
0
COMM INVLVMNT & PROJ MITIGAT
250,000
20 0, 000
20 0, 000
20 0, 000
20 0, 000
20 0, 000
20 0, 000
20 0, 000
20 0, 000
20 0, 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
2,000,000
567,000
16 5, 000
0
0
0
0
0
0
0
0
1,919,476
60 7, 436
36 7, 436
0
0
0
0
0
0
0
66,000
1,100,000
0
0
0
0
0
0
0
CONSTRUCTION SERVICES CONTRACT DOWNTOWN LA LOW FLOW DIVR SEP EMD LIMS REPLACEMENT EMPAC SYSTEM REPLACEMENT ENVIRONMENTAL LEARNING CENTER EQP UPGR/REPLC TREATMENT PLANT GREEN ACRES CERP
0 6,897,978
4,604,945
0
0
0
0
0
0
0
0
0
0
0
0
1,400,000
16,800,000
23,100,000
32,000,000
5,800,000
0
0
0
0
0
0
0
65,000
70,000
INNER CABRILLO BEACH SEP
275,000
35 0, 000
0
0
0
0
0
0
0
0
LABORATORY EQUIPMENT PROC
454,300
43 3, 300
47 5, 000
29 9, 500
0
0
0
0
0
0
N ATWATER CRK RESTORATION SEP
848,740
1,706,460
0
0
0
0
0
0
0
0
2,484,552
1,957,891
16 8, 791
16 8, 791
0
0
0
0
0
0
SMURRF
161,663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
16 1, 663
SOUTH DISTRICT YARD IMPRV
248,000
4,160,479
7,477,321
81,040
0
0
0
0
0
0
SOUTH LA WETLANDS PARK SEP
312,000
1,578,870
1,200,637
0
0
0
0
0
0
0
0
0
0
0
0
1,215,506
5,840,507
13,528,585
35,018,735
0
1,200,000
1,400,000
0
0
0
0
0
0
0
0
100,000
0
0
0
0
0
0
0
0
0
1,062,000
1,000,000
91 5, 000
98 5, 000
1,070,000
0
0
0
0
0
SCADA REPLACEMENT FOR WCSD
WW COLLECTION YARD IMPR WW CONT SYS REPL PRGM WW FACILITIES PLAN WW NETWORK SERVERS CERP
Page 285
75,000
SW
75,000
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
1 Year 2009/10
PROJECT TITLE WW SYS FINANCIAL CNSLT (BONDS) WW SYSTEM AUDITOR ZOO DRAINAGE FACILITY TOTAL SW
Page 286
PROJECT PLANNED EXPENDITURE SUMMARY SYSTEMWIDE (SW) nd
2 Year 2010/11
rd
th
3 Year 2011/12
4 Year 2012/13
th
5 Year 20013/14
th
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
250,000
27 5, 000
27 5, 000
27 5, 000
27 5, 000
30 0, 000
30 0, 000
30 0, 000
30 0, 000
32 5, 000
75,000
76,000
77,000
78,000
79,000
80,000
81,000
82,000
83,000
84,000
250,000
25 0, 000
60 0, 000
2,250,000
50,000
22,037,409
21,810,113
15,592,848
7,073,994
SW
5,735,663
0
0
0
0
0
21,257,169
32,183,170
48,772,248
44,063,398
3,270,663
July 1, 2009
CITY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19
PROJECT PLANNED EXPENDITURE SUMMARY TERMINAL ISLAND WATER RECLAMATION PLANT (TIWRP)
TIWRP PLANNED EXPENDITURE SUMMARY ST
PROJECT TITLE
nd
1 Year 2009/10
rd
2 Year 2010/11
th
3 Year 2011/12
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
TIWRP AMMONIA SENSRS/ALRMS
87,723
0
0
0
0
0
0
0
0
0
TIWRP AWTF CHLORINE CT LINING
60,660
31 9, 820
62 0, 769
1,508,991
0
0
0
0
0
0
TIWRP AWTF MF MEMBRANE REPLC
13,140
17 4, 380
25 5, 180
99 6, 840
1,008,160
0
0
0
0
0
TIWRP AWTF RO MEMBRANE REPLC
216,920
42 7, 820
1,199,659
2,512,376
1,463,984
0
0
0
0
0
0
0
0
16,440
10 6, 840
26 1, 525
30 2, 422
0
0
0
TIWRP CAPITAL EQP REPLC
398,400
15 7, 000
20 5, 000
0
0
0
0
0
0
0
TIWRP CAPITAL STR REPLC
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21 2, 230
63 1, 291
1,063,811
0
0
0
TIWRP BLENDER TANK RIM REHAB
TIWRP DIG ASBEST SHINGLE REPLC
10,000
381,000
2,347,896
3,147,000
0
0
7,334
TIWRP DIGESTER GAS LEAK REHAB
182,000
0
0
0
0
0
0
0
0
0
TIWRP DRYING BED MODS
320,901
0
0
0
0
0
0
0
0
0
TIWRP EMERGENCY STORAGE TANK
274,602
1,100
0
0
0
0
0
0
0
0
TIWRP EPP MOTOR REPLACEMENT
216,300
2,172,940
76 3, 400
0
0
0
0
0
0
0
TIWRP FIRE PROTECT SYS REPLC
115,820
13 3, 340
69 0, 480
31 6, 220
0
0
0
0
0
0
TIWRP HEADWORKS IMPROVEMENTS
299,720
2,670,350
4,518,630
27,860
0
0
0
0
0
0
TIWRP HPE DISINFECTION
100,080
36 2, 068
29 5, 612
0
0
0
0
0
0
0
TIWRP LAB IMPROVEMENTS
550,760
0
0
0
0
0
0
0
0
0
TIWRP LPGH PIPING REPLC
237,240
21 2, 260
0
0
0
0
0
0
0
0
TIWRP NEW SERVICE MAINT FAC
713,040
91 8, 640
3,136,160
9,273,560
0
0
0
0
0
0
0
0
38,000
36 8, 000
0
0
0
0
0
0
622,320
4,400
0
0
0
0
0
0
0
TIWRP DIG GAS MOISTURE REM
TIWRP POWER/ENERGY MGMT TIWRP PRI SCUM PUMP FAC REHAB
Page 311
76,109
0
TIWRP
July 1, 2009
CITY OF LOS ANGELES, DEPARTMENT OF PUBLIC WORKS BUREAU OF SANITATION WASTEWATER CAPITAL IMPROVEMENT PROGRAM FISCAL YEAR 2009/10 - 2018/19 ST
nd
1 Year 2009/10
PROJECT TITLE
PROJECT PLANNED EXPENDITURE SUMMARY TERMINAL ISLAND WATER RECLAMATION PLANT (TIWRP) rd
2 Year 2010/11
TIWRP PROC INSTRUM & AUTOMTN
92,190
TIWRP RENEWABLE ENERGY (TIRE)
2,036,575
0
0
0
TIWRP TER FIL INF PUMP VFD RPL
517,300
62 3, 560
TIWRP TIRE Facility Enh
328,000
TIWRP UST-5 RELOCATION
TIWRP SEC AIR MODS
TIWRP WW CONTROL SYSTEM REPL TOTAL TITP
Page 312
th
3 Year 2011/12
10,610
th
4 Year 2012/13
th
5 Year 20013/14
th
6 Year 20014/15
th
7 Year 2015/16
th
8 Year 2016/17
th
9 Year 2017/18
10 Year 2018/19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
29 3, 620
64 7, 480
2,269,476
2,806,681
0
0
0
0
0
0
0
0
0
0
0
46 2, 000
4,031,000
5,259,000
0
0
0
0
0
0
469,380
0
0
0
0
0
0
0
0
0
0
0
0
4,943,355
2,820,577
2,480,911
1,659,664
11 8, 948
0
0
8,234,071
11,008,184
18,943,384
25,592,371
6,259,271
5,643,203
5,832,578
118,948
0
0
35,160
TIWRP
July 1, 2009
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT C SUMMARY STATUS OF CSSA DELIVERABLES
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
Requirement
Frequency
SA Due Date
Status Completed on 08/26/2004. Completed on 08/26/2004. Completed on 08/26/2004. Completed on 08/26/2004. Completed on 08/09/2004.
SA
1
Interim Scrubber at ECIS (Mission & Jesse)
One time
08/27/2004
SA
2
Interim Scrubber at ECIS (23rd & San Pedro)
One time
08/27/2004
SA
3
Interim Scrubber at ECIS (Jefferson Siphon)
One time
08/27/2004
SA
4
Interim Scrubber at ECIS (NORS)
One time
08/27/2004
SA
5
EAST CENTRAL INTERCEPTOR SEWER
One time
08/27/2004
Ongoing
Ongoing
Ongoing
One time
10/29/2004
Completed on 07/01/2004.
Ongoing
10/29/2004
Completed on 07/01/2004.
Ongoing
10/29/2004
Completed on 07/01/2004.
One time
11/28/2004
Completed.
One time
10/9/2004
Completed on 11/08/2004.
One time
12/13/2004
Completed.
Quarterly Reports in Year One and Annual Reports Thereafter
Annual Reports by September 1st
Completed all requirements on or ahead of schedule.
Quarterly
End of the month following each fiscal quarter
Reported quarterly on schedule since October 2004.
Reported quarterly on schedule since October 2004.
SA
6
SA
7
SA
8
The City will monitor all the odor control facilities as necessary to comply with all regulatory and permit requirements. The City will modify its Odor Complaint Response Form to include a qualitative description of the wind condition (By entry 10/29/2004) 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)
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 SA 9 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) Within 30 days after the Effective Date of this Settlement Agreement (By entry SA 10 10/29/2004), the City shall pay the United States the sum of $800,000 as a civil penalty. Within two months after ECIS becomes operational, the City will conduct monitoring of hydrogen sulfide gas levels, air pressure, and other necessary SA 11 parameters. Within 3 months after ECIS, share the result with the Odor Advisory Board. Within 45 days after the Effective Date of this Settlement Agreement, the City SA 12 shall pay Baykeeper $1,600,000; the Intervenors $ 425,000; and the Regional Board $71,745 (By entry 10/29/2004). For the first year after the entry into this Settlement Agreement, the City will prepare quarterly reports reviewing the Sewer Odor Hotline program. The final SA 13 report, 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.
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.
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.
Quarterly
End of the month following each fiscal quarter
SA 16
EQ RPR SWRS U298
One time
12/14/2004
SA 17
EQ RPR SWRS U277
One time
01/13/2005
SA 18
EQ RPR SWRS U269
One time
01/13/2005
SA 19
EQ RPR SWRS U290
One time
02/11/2005
SA 20
EQ RPR SWRS U289
One time
02/11/2005
Completed on 06/09/2004. Completed on 07/20/2004. Completed on 07/20/2004. Completed on 06/10/2004. Completed on 06/10/2004.
C-1
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
Requirement
Frequency
SA Due Date
Status
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.
One time
04/29/2005
Completed on 04/22/2005.
SA 22
SAN PEDRO AREA SWR REHAB
One time
02/28/2005
Completed on 09/07/2004.
One time
04/29/2005
Completed on 11/17/2004.
One time
04/29/2005
Completed on 06/01/2004.
One time
04/29/2005
Completed on 04/29/2005.
One time
04/29/2005
Completed on 04/27/2005.
Within six months from entry into this Settlement Agreement, the City will prepare an implementation plan for implementing the recommendations made SA 27 as part of the Independent Review of the Sewer Odor Control Program for the City of Los Angeles.
One time
04/29/2005
Completed on 04/27/2005.
SA 28
EQ RPR SWRS U346
One time
03/16/2005
SA 29
EQ RPR SWRS U344
One time
03/16/2005
SA 30
EQ RPR SWRS U373
One time
04/15/2005
SA 31
EQ RPR SWRS U369
One time
04/15/2005
SA 32
EQ RPR SWRS U327
One time
05/16/2005
SA 33
EQ RPR SWRS U317
One time
05/16/2005
SA 34
Starting with FY 04/05, the City shall clean a minimum of 60,000 sewer Pipe Reaches annually.
Annual
06/30/2009
SA 35
Starting with FY 07/08, maintain a Three-Year Rolling Average of 65,000 sewer Pipe Reaches cleaned.
Annual
06/30/2009
SA 36
Starting with FY 04/05, at a minimum, the City shall use CCTV to inspect 600 miles of pipes annually.
Annual
06/30/2009
One time
06/30/2005
One time
06/30/2005
Completed on 11/17/2004.
SA 23
SA 24
SA 25
SA 26
Within 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. Within 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. 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. Within 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.
No later than 06/30/2005, the City shall add the agreed to language to its design manual No later than 06/30/2005, the City shall utilize all current and past valid flow SA 38 data to complete the development of all “R” Factors for all model basins within the City’s MOUSE model.
SA 37
Completed on 05/04/2004. Completed on 05/04/2004. Completed on 05/12/2004. Completed on 05/12/2004. Completed on 06/23/2004. Completed on 06/23/2004. Cleaned 116,199 reaches in FY 08/09. Three-Year Rolling Average equal to 115,361 reaches cleaned. CCTV'd 681 miles in FY 08/09. Completed on 12/13/2004.
SA 39
Starting FY 04/05, the City shall inspect all permitted FSEs annually.
Annual
06/30/2009
Completed 8,974 inspections in FY 08/09 (100% of permitted FSEs).
SA 40
On 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
Annual
6/30/2009
Completed the FY 2008/09 report on 08/11/09.
SA 41
SOUTH LA CSRP U - 6
One time
07/30/2005
Completed on 08/04/2004.
C-2
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
Requirement
Frequency
SA Due Date
Status
SA 42
SOUTH LA CSRP U - 5
One time
07/30/2005
SA 43
SOUTH LA CSRP U - 3
One time
07/30/2005
SA 44
WILSHIRE AREA NE SWR REHAB
One time
Original 08/30/2005 Revised 11/30/2005
Completed on 09/9/2005.
SA 45
MT WASHINGTON AREA SWR REHAB
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
Annual
06/30/2009
Completed for FYs 04/05,05/06, 06/07 07/08 and 08/09.
SA 47
By October 1, 2005 and on September 1 of each following year this Settlement Agreement remains in effect, the City shall submit an Annual Progress Report
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
One time
10/30/2005
SA 49
S BOYLE AREA SWR REHAB
One time
12/8/2005
SA 50
HOLLYWOOD AREA PRIM SWR REHAB
One time
12/30/2005
SA 51
4TH SHATTO VERMONT SWR REHAB
One time
12/30/2005
SA 52
EQ RPR SWRS U274
One time
03/16/2006
SA 53
EQ RPR SWRS U340
One time
04/15/2006
SA 54
EQ RPR SWRS U283
One time
04/15/2006
SA 55
Harbor Area CSRP U- 6
One time
05/30/2006
SA 56
NICHOLS CYN ESMT SWR REPLC
One time
05/31/2006
SA 57
No later than 06/30/2006, the City shall submit a Capacity Report and Plan
One time
06/30/2006
SA 58
No later than 06/30/2006, the City shall submit a Rehabilitation and Replacement Report and Plan.
One time
06/30/2006
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.
Annual
FYs 04/05 and 05/06
SA 60
EQ SWR RPR U300
One time
07/15/2006
SA 61
EQ RPR SWRS U299
One time
07/15/2006
SA 62
LAS PULGAS CANYON SWR REPLC
One time
07/30/2006
SA 63
HOLLYWOOD AREA CSRP U- 2
One time
07/30/2006
SA 64
The City will complete the preparation of its Odor Master Plan within 2 years from the entry into this Settlement Agreement.
One time
10/29/2006
SA 65
EQ RPR SWRS U295
One time
09/15/2006
SA 66
EQ RPR SWRS U292
One time
09/15/2006
SA 67
EQ RPR SWRS U291
One time
09/15/2006
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.
One time
09/30/2006
SA 69
AVE 45 ARROYO DR RLF SWR
One time
Original 10/6/2006 Revised 10/30/2010
Completed on 08/04/2004. Completed on 12/22/2004.
Completed on 05/27/2005. Completed on 08/10/2005. Completed on 03/02/2005. Completed on 02/03/2006. Completed on 10/06/2004. Completed on 3/25/2005. Completed on 3/15/2005. Completed on 8/2/2005. Completed on 12/27/2005. Completed on 6/30/2006. Completed on 6/30/2006. 385 miles treated in FY 08/09. Completed on 11/15/2004. Completed on 11/15/2004. Completed on 10/05/2005. Completed on 09/09/2005. Completed on 10/27/2006. Completed on 06/30/2005. Completed on 06/30/2005. Completed on 06/30/2005. Completed on 09/8/2006. On Schedule.
C-3
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
Requirement
Frequency
SA Due Date
SA 70
EQ RPR SWRS U354
One time
10/14/2006
SA 71
Interim Scrubber at NEIS (Humboldt)
One time
10/30/2006
SA 72
Interim Scrubber at NEIS (Richmond)
One time
10/30/2006
SA 73
EAGLE ROCK INTER SWR
One time
10/30/2006
SA 74
BAYWOOD BNDCT ESMT SWR
One time
10/31/2006
SA 75
FLOWER WASHINGTON PICO SWR
One time
Original 10/31/2006 Revised 03/31/2007
SA 76
BUCKINGHAM DIVR SWR
One time
11/11/2006
SA 77
EQ RPR SWRS U339
One time
11/15/2006
SA 78
EQ RPR SWRS U338
One time
11/15/2006
SA 79
EQ RPR SWRS U320
One time
12/15/2006
SA 80
EQ RPR SWRS U316
One time
12/15/2006
One time
Original 12/30/2006 Revised 06/30/2007
Completed on 12/28/2006.
Completed on 7/17/2007
SA 81
SEPULVEDA VAL MEADOW RLF SWR
SA 82
WASHINGTON FLOWER GRAND SWR REPLC
One time
Original 12/30/2006 Revised 06/30/2007 2nd Revised 12/31/2007
SA 83
CENTRAL AREA CSRP U-5
One time
12/30/2006
SA 84
CENTRAL AREA CSRP U-3 & U-4
One time
12/30/2006
SA 85
12TH HILL SWR REHAB
One time
12/30/2006
SA 86
NOS DIV HUMBOLDT AV 18 & SFR
One time
Original 12/31/2006 Revised 10/31/2007
SA 87
SLAUSON/VAN NESS/COS EXTERNAL BYPASS
One time
12/31/2006
SA 88
SAN FERNANDO PSDNA SWR REHAB
One time
12/31/2006
SA 89
EQ RPR SWRS U294
One time
01/13/2007
SA 90
EQ RPR SWRS U293
One time
01/16/2007
SA 91
EQ RPR SWRS U319
One time
02/15/2007
SA 92
EQ RPR SWRS U318
One time
02/15/2007
SA 93
Harbor Area CSRP U- 3
One time
03/3/2007
SA 94
EQ RPR SWRS U342
One time
03/15/2007
Status Completed on 10/3/2005. Completed on 12/10/2005. Completed on 12/10/2005. Completed on 05/19/2006. Completed on 06/29/2006. Completed on 09/22/2006. Completed on 07/21/2006. Completed on 10/3/2005. Completed on 10/3/2005. Completed on 09/30/2005. Completed on 09/30/2005.
Completed on 12/6/2005. Completed on 06/17/2006. Completed on 08/31/2006. Completed on 04/16/2007. Completed on 07/13/2006. Completed on 09/15/2006. Completed on 06/5/2005 Completed on 06/5/2005 Completed on 11/14/2005 Completed on 11/14/2005 Completed on 02/14/2006 Completed on 03/15/2006
C-4
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
Requirement
Frequency
SA Due Date
Status
SA 95
EQ RPR SWRS U341
One time
03/15/2007
SA 96
FLINT AVE G ST SWR REPLC
One time
03/24/2007
SA 97
EQ RPR SWRS U304
One time
04/14/2007
SA 98
EQ RPR SWRS U296
One time
04/14/2007
SA 99
HOOVER ST SWR REHAB
One time
05/2/2007
SA 100
LINCOLN 83RD SWR REPLC
One time
06/30/2007
SA 101
Harbor Area CSRP U- 5 & WILM U-20
One time
06/30/2007
SA 102
ATF at ECIS (Mission & Jesse)
One time
05/23/2008
On hold pending ATF Evaluation Study.
SA 103
ATF at ECIS (23rd & San Pedro)
One time
05/23/2008
On hold pending ATF Evaluation Study.
In construction. On schedule.
Completed on 03/15/2006 Completed on 06/13/2006 Completed on 04/21/2006 Completed on 04/21/2006 Completed on 04/6/2007 Completed on 09/30/2006 Completed on 09/13/2006
SA 104
ATF at ECIS (Jefferson Siphon)
One time
Original 5/23/2008 Revised 9/30/10
SA 105
ATF at ECIS (NORS)
One time
05/23/2008
On hold pending ATF Evaluation Study.
SA 106
ATF at NCOS (Jefferson and Rodeo)
One time
Original 5/23/2008 Revised 5/6/11
In construction. On schedule.
SA 107
The City will develop written maintenance and operations manual for each of the ATFs.
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
One time
05/23/2008
On hold pending ATF Evaluation 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.
One time
05/23/2008
On hold pending ATF Evaluation Study.
SA 110
In FY 07/08 through FY 13/14, the City shall rehabilitate or replace 50 miles minimum.
Annual
06/30/2009
Completed. FY 07/08-101 miles FY 08/09-54 miles
SA 111
ATF at NEIS (Humboldt)
One time
03/26/2009
On hold pending ATF Evaluation Study.
C-5
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
SA 112
SA 113 SA 114
Requirement
Frequency
SA Due Date
Status
ATF at NEIS (Richmond)
One time
03/26/2009
On hold pending ATF Evaluation Study.
One time
06/30/2009
Completed 12/15/07.
One time
06/30/2009
No later than 06/30/2009, the City shall have expanded its MOUSE model to include all Primary Sewers. No later than 06/30/2009, the City shall complete and submit its Integrated Resources Plan (IRP)
Submitted on 06/22/2007. Completed on 6/30/2008.
SA 115
No later than 06/30/2009, the City shall complete all Primary Basin Plans.
One time
06/30/2009
SA 116
Starting 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.
Annual
06/30/2010
On schedule. See SA 110 above.
SA 117
No later than 06/30/2014, the City shall complete Secondary Basin Plans for the 100 highest priority secondary basins.
One time
06/30/2014
On schedule. Completed 66 Basin Plans as of 6/30/09.
One time
N/A
Submitted on 12/19/2007.
One time
N/A
Submitted on 07/10/2008.
One time
N/A
Submitted on 8/18/2008. Replaced by SA 127 below per pending Modification to CSSA.
One time
N/A
Replaced by SA127 below per pending Modification to CSSA.
One time
N/A
Submitted on 07/10/2008.
One time
06/30/2014
On schedule.
One time
06/30/2014
On schedule.
One time
06/30/2014
One time
06/30/2014
One time
N/A
Under way.
One time
06/30/2014
On schedule.
One time
06/30/2014
On schedule.
One time
Original 7/1/2009 Revised 7/1/10
On Schedule.
One time
5/31/2010
On Schedule.
One time
10/30/2012
On Schedule.
SA 118 SA 119
SA 120
SA 121
SA 122 SA 123 SA 124
SA 125
SA 126 SA 127 SA 128 SA 129
SA 130
SA 131 SA 132
The City shall submit Work Plan for the following SEP: North Atwater Creek Restoration Project The City shall submit Work Plan for the following SEP: South Los Angeles Storm Water Treatment Project at 54th and Avalon St.
The City shall submit Work Plan for the following SEP: Hazard Creek and Wetlands Restoration Project
The City shall submit Work Plan for the following SEP: Inner Cabrillo Beach Pollution Control and Water Circulation Enhancements The City shall submit Work Plan for the following SEP: Downtown Los Angeles Storm Drain Low-Flow Diversion Project The City shall complete the following SEP: North Atwater Creek Restoration Project The City shall complete the following SEP: South Los Angeles Storm Water Treatment Project at 54th and Avalon St. The City shall complete the following SEP: Hazard Creek and Wetlands Restoration Project The City shall complete the following SEP: Inner Cabrillo Beach Pollution Control and Water Circulation Enhancements The City shall submit Work Plan for the following SEP: Garvanza Park Water Quality Enhancement BMP Project The City shall complete the following SEP: Garvanza Park Water Quality Enhancement BMP Project The City shall complete the following SEP: Downtown Los Angeles Storm Drain Low-Flow Diversion Project
ALVARADO CRANDALL RELIEF SEWER
BUCHANAN RELIEF SEWER FIGUEROA MERIDIAN YORK RELIIEF SEWER
Replaced by SA128 below per pending Modification to CSSA. Replaced by SA128 below per pending Modification to CSSA.
C-6
Attachment C - Collection System Settlement Agreement - Requirements Summary Shaded Items indicate completed projects. Deliverables removed pending Modification to the Settlement Agreement. Deliverables added pending Modification to the Settlement Agreement.
No.
SA Due Date
Status
One time
7/1/2010
May need schedule extension.
One time
6/30/2014
On Schedule
Annual
9/30/2009
On Schedule.
The City shall submit to Plaintiffs interim status reports on the ATF Evaluation SA 136 Study by September 30, 2009, December 30, 2009, and March 30, 2010.
Quarterly
Submitted the 1st quarterly on 6/30/09.
On Schedule.
SA 137 The City shall submit the Final ATF Evaluation Study Report by June 30, 2010.
One time
On Schedule
On Schedule.
SA 133 SA 134 SA 135
Requirement WASH OXFRD BEACH RLF SWR 60TH STREET INTERCEPTOR SEWER, 8TH AVE TO VAN NESS The 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.
Frequency
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.
One time
TBD
Pending approval of the CSSA Modification.
SA 139
The City shall replace all high priority South Los Angeles trap maintenance holes no later than June 30, 2011.
One time
6/30/2001
Pending approval of the CSSA Modification.
SA 140
The City shall replace all identified and known poorly performing trap maintenance holes in South Los Angeles no later than June 30, 2012
One time
6/30/2012
Pending approval of the CSSA Modification.
SA 141
The City shall replace no less than 300 poorly performing trap maintenance holes Citywide no later than June 30, 2013.
One time
6/30/2013
Pending approval of the CSSA Modification.
Weekly
6/30/2014
Pending approval of the CSSA Modification.
One time
12/31/2009
Pending approval of the CSSA Modification.
One time
TBD
Pending approval of the CSSA Modification.
One time
TBD
Pending approval of the CSSA Modification.
Annual
TBD
Pending approval of the CSSA Modification.
The 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. The City shall develop and submit to Government Plaintiffs for approval no SA 143 later than December 31, 2009 a maintenance and repair program to ensure proper treatment of air flow through all active carbon scrubbers. No later than 30 days after entry of the Modification to the CSSA, the City shall SA 144 develop an overall scope of work for the Independent Odor Control Expert and provide it to Plaintiffs for review and comment. SA 142
SA 145
The City shall hire the Independent Odor Control Expert no later than 180 days after entry of the Modification to the CSSA.
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 SA 146 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.
C-7
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT D SUPPLEMENTAL ENVIRONMENTAL PROJECTS
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
North Atwater Creek Site Plan
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
CHEVY CHASE DRIVE
EXISTING STREAM CHANNEL MAINTENANCE ACCESS / IN-CHANNEL ADVENTURE TRAIL
NORTH ATWATER PARK
WET STREAM CROSSING
TOP OF STREAM BANK RE-ALIGNED STREAMBED
TRASH COLLECTION DEVICE
NATIVE / RIPARIAN PLANTING
PRIVATE DEVELOPMENT
EXISTING STORM DRAIN INFLOW TRAIL ACCESS TO CREEK ACCESS PATH TO STREAM AREA & RIVER BANK OUTDOOR CLASSROOM
RECONFIGURED REC. & PARKS PARKING LOT (OPEN TO PUBLIC ON EVENINGS AND WEEKENDS GRAVEL BIOSWALE
DECOMPOSED GRANITE SURFACING, TYP.
ENT M E S CE EA
PERMEABLE PAVING INTERPRETIVE SIGNAGE
NT Y U O C LA
MULCH AREA, TYP.
TRASH RECEPTACLE, TYP.
NA E T N I MA
SA O L O T
LK A W R IVE R S E NGEL
N
RAISED PICNIC AREA NATIVE PLANTING, TYP.
OUTDOOR CLASSROOM GATHERING SPACE AND SEATWALL
NATIVE DEMONSTRATION GARDEN WITH PLANT IDENTIFICATION LABELS
LAWN AREA SAND AREA
SEATWALL, TYP.
GRAVEL AREA T
H
SCALE: 1" = 30'
P
T ME N AR T F
ake We mbetter LA a e! plac
-
RK S
CR RE
A
E
CONCEPTUAL PLAN
R
O
NORTH ATWATER CREEK RESTORATION AND PARK EXPANSION
O
A
LOS ANGELES RIVER
N
T
P
RIVER-SIDE NATIVE PLANTING AREAS, TYP.
RIVER ACCESS TO OUTDOOR CLASSROOM
E
MAINTENANCE ROAD WITH NATURAL PAVING SURFACE
BERMED AREA WITH TOP OPENING TO TUNNEL
D
OS L E R TU U F O T
TS C E J O PR R E V I ES R L RE-ALIGNED RIVER E G AN
3’ DIA. TUNNEL, CHILDREN’S ACCESS FROM MAIN PARK INTO OUTDOOR CLASSROOM
I ON
MAY 19, 2009
AN
D
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
South LA Wetlands Park Site Plan
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
NORTH
Proposed South Los Angeles Wetland Park
Figure 1 8
11
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
Garvanza Park BMP Project Site Plan
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT E FOG RESIDENTIAL OUTREACH MATERIALS
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Department of Public Works Bureau of Sanitation
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, services and activities.
City of Los Angeles
Thank you for keeping our sewers clean… and making our beaches a safe place to play!
2. Remove remaining grease or cooking oil from pans with a paper towel before washing. 3. Put food scraps in the trash and minimize garbage grinder use.
1. Pour excess grease or cooking oil into bag.
After cooking please follow these steps:
Never pour fats, oils, and grease down the drain. Beach closures are due to sewage spills into storm drains that, in turn, empty directly into the ocean.
1 4/06
Simply pour Fats, Oils or Grease into the bag. When bag is full, seal and put in trash.
the City sewers and drains when you dispose of oil, butter, dairy and other products used in everyday cooking.
Fats, Oils, and Grease (FOG) make their way into
What is FOG? (Fats, Oils and Grease)
(This page was intentionally left blank.)
WHAT IS FOG? Clogged drains and sewer backups are often caused by Fats, Oils and Grease (FOG) that make their way into the sinks from items like cooking oil, butter, margarine, lard and other products used in everyday cooking.
¿QUE´ ES FOG? Los desagües tapados y las acumulaciones de aguas residuales en los drenajes son ocasionadas con frecuencia por la Grasa, el Aceite y la Manteca (FOG, por sus siglas en inglés), que resultan del uso de aceite para cocinar, mantequilla, margarina, manteca de cerdo y otros productos que se 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.
WHAT TO DO: 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.
LO QUE DEBE HACER: ¡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 tírelas a la basura. • Seque las ollas y cacerolas con una toalla de papel antes de lavarlas.
City of Los Angeles Department of Public Works Bureau of Sanitation Fats, Oil and Grease Control Program 2714 Media Center Drive Los Angeles, CA 90065
INDICIA
FOG Free Your Drains Mantenga Sus Desagües Libre de FOG! City of Los Angeles • Department of Public Works • Bureau of Sanitation
Ciudad de Los Angeles • Departamento de Obras Públicas • Agencia de Sanidad
LO QUE DEBE HACER continúa ¡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.
SPREAD THE WORD ON FOG! 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.
¡CORRA LA VOZ SOBRE 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. 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, services and activities. Produced by the Public Affairs Office•Printed on recycled paper
Mantenga sus desagües sin FOG. La grasa de su cacerola manda las aguas residuales a su calle y cierra su playa. 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 arreglos razonables para garantizar igual acceso a sus programas, servicios y actividades. Producido por la Oficina de Asuntos Públicos • Impreso en papel reciclado
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT F PRIVATE LATERAL SEWERS ROOT CONTROL PAMPHLET
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
City Of Los Angeles Department of Public Works Bureau of Sanitation
PRESORTED STANDARD U.S. POSTAGE PAID LOS ANGELES, CA PERMIT NO. 12932
For more information, contact:
Wastewater Engineering Services Division
what
can be done
fix and prevent
Lateral Root Notification Program
to
2714 Media Center Drive Los Angeles, CA 90065 (323) 342-1566 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
Información y folleto sobre Raíces en su Alcantarilla estan disponibles en Español. Por favor llame al: (323) 342-6248
Produced by the
City of Los Angeles Department of Public Works Public Affairs Office
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, services and activities. Printed on recycled paper 6/08
City of Los Angeles Department of Public Works Bureau of Sanitation Wastewater Engineering Services Division Lateral Root Notification Program 2714 Media Center Drive Los Angeles, CA 90065
This brochure and related information are available in Spanish upon request. Please call: (323) 342-6248
in your sewer City of Los Angeles Department of Public Works Bureau of Sanitation
The City of Los Angeles operates and maintains
What Causes Roots to Grow in Pipes?
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.
Since roots are attracted to water vapor that escapes through cracks or loose joints in sewer pipes, they will grow towards and penetrate through cracks, loose joints or any openings in sewer pipes. This happens even in winter when trees appear to be dormant. Once inside, roots continue to grow and fill the pipe to create a root mass that can become matted with grease, paper and other solid matter. This is what eventually causes a clogged sewer. As roots continue to grow within a pipe, they begin to expand and exert pressure at their point of entry. This can result in a pipe rupture. A ruptured sewer pipe can be costly to fix or replace. Signs that indicate a sewer is blocked include slow flowing drains, gurgling sounds from a toilet bowl, and wet areas around washing machine floor drains. A pipe that is not cleared will become completely blocked and may rupture.
Laterals are sewer pipes that carry wastewater from homes to the public sewer in the street. Property owners own and are responsible for the proper operation and maintenance of their laterals that run from their property to the sewer in the street.
Why is it important to maintain laterals? This brochure was delivered to your property because your property is located within a root hot spot. Private laterals in these areas are more susceptible to root intrusion if they are over 10 years old. Roots can damage laterals and cause them to collapse over time. It is important that homeowners properly maintain laterals to increase their useful life and avoid premature and costly replacement or repair. Maintaining laterals will also help minimize sewer overflow in streets and prevent sewage from backing up into buildings. Tree roots in laterals can damage pipes and cause blockages. Roots can enter a pipe through cracks or loose joints. It is estimated that more than half of tree roots in the City’s sewer system entered the system through defective private laterals. The City maintains its sewers by: (1) routinely clearing sewers of roots using mechanical methods and chemical treatment; (2) systematically inspecting street sewers using Closed Circuit Television technology to identify structural defects; and (3) planning and implementing capital improvement projects to repair, rehabilitate or replace structurally deficient sewers. It is important that property owners inspect, maintain, repair and/or replace private laterals to reduce sewer overflow and protect laterals from further damage.
Photo shows tree roots that grew into a sanitary sewer line, caused a blockage and broke the pipe.
Pipes Resistant to Root Penetration and Damage Certain pipe material is more resistant to root intrusion than others. For example, Schedule 40 ABS and PVC pipes have tightly fitted joints that resist root intrusion.
Consider lateral pipes when planting or maintaining trees It is a good idea for homeowners to know how their lateral pipes run across their property and connect to the street sewer. It is never a good idea to plant trees on top of, or adjacent to, a lateral. Certain tree species are more likely to grow extended roots and potentially damage pipes. Homeowners should consider the location of their lateral and consult a nursery or a professional arborist before planting any trees.
How to Prevent Tree Root Problems The most common method to remove roots from sewer pipes is to use augers and saws augmented with commercial herbicides to kill roots and inhibit re-growth. Do not use products that contain copper sulfate and sodium hydroxide as they do not prevent re-growth and are harmful to oceans and other receiving waters. A longer-term solution to prevent root growth in sewer pipes is to pump a mixture of water, an herbicide, and a foaming agent through the pipes. This mixture can be applied to pipes with severe root intrusion and is usually performed by a licensed plumber or contractor. Homeowners should consult a plumber or sewer contractor before deciding which remedy to use. Companies that perform CCTV pipe inspection and root control can be found in the Yellow Pages under the heading “Sewer” or “Plumbing”. A list of bonded sewer contractors approved to work in the public right-of-way can be found at http://eng.lacity.org/spermits/ common/dsp_contractors_list.cfm. It is always a good idea to get two or three quotes for any substantial work and to hire a licensed plumber or contractor.
Ciudad de Los Angeles Departamento de Obras Públicas Agencia de Saneamiento División de Servicios de Ingeniería para Aguas Residuales
PRESORTED STANDARD U.S. POSTAGE PAID LOS ANGELES, CA PERMIT NO. 12932
Para mayor información, comuníquese con:
lo que se puede hacer para
remediar y prevenir
Notificación de Raíces Laterales 2714 Media Center Drive Los Angeles, CA 90065 (323) 342-1566 Correo Electrónico:
[email protected] O visite el sitio en la red del programa de Notificación de Raíces Laterales (LRN):
www.lasewers.org/sewers/roots Otros números útiles: Servicio al Cliente de Drenaje: (323) 342-6006 Línea Directa para Malos Olores de Drenaje: (866) 44-SEWER Cualquier Servicio, Una Llamada al Ayuntamiento: 3-1-1
Información y folleto sobre Raíces en su Drenaje están disponibles en inglés. Por favor llame al: (323) 342-6248
Producido por la
Ciudad de Los Angeles Departamento de Obras Públicas Oficina de Asuntos Públicos
En relación con el Artículo II del Acto de Americanos con Incapacidades, la Ciudad de Los Angeles no discrimina en base de incapacidad física, y si usted lo pide, la Ciudad proveerá en un nivel razonable, igual acceso a sus programas, servicios y actividades. Imprimido en papel reciclable 6/08
City of Los Angeles Department of Public Works Bureau of Sanitation Wastewater Engineering Services Division Lateral Root Notification Program 2714 Media Center Drive Los Angeles, CA 90065
This brochure and related information are available in English upon request. Please call: (323) 342-6248
en su drenaje Ciudad de Los Angeles Departamento de Obras Públicas Agencia de Saneamiento
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 que transportan aguas residuales de su casa al drenaje público en su calle. Propietarios son responsables por la operación y mantenimiento adecuado de laterales que corren desde su casa hasta el drenaje en la calle.
¿Por Qué es Importante Mantener Sus Laterales? Este folleto fue entregado a su propiedad porque su propiedad está ubicada dentro de un sitio identificado como una zona de raíces. Esto significa que su lateral privado es más propensa a intrusión de raíces si tiene más de 10 años. Raíces pueden dañar su lateral y causar que se derrumbe al pasar el tiempo. Es importante que mantenga adecuadamente su lateral para aumentar su vida útil y evitar reemplazos o reparos prematuros y costosos. Mantenimiento de drenajes laterales también ayuda a minimizar desbordamientos en las calles y en edificios. Raíces de árboles en su lateral pueden obstruir y dañarlo. Raíces pueden entrar a la tubería por grietas o junturas débiles. Se calcula que más de la mitad de raíces de árboles en el sistema de drenaje de la Ciudad entran por medio de laterales privados defectivos. La Ciudad mantiene los drenajes: (1) Rutinariamente removiendo raíces usando métodos mecánicos y aplicando tratamiento químico; (2) sistemáticamente inspeccionando drenajes en la calle usando tecnología de Televisión de Circuito Cerrado (CCTV, por sus siglas en inglés) para identificar defectos estructurales; y (3) planeando e implementando proyectos de mejora de capital para reparar, rehabilitar o reemplazar drenajes estructuralmente deficientes. Es importante que propietarios inspeccionen, mantengan, reparen, y/o reemplacen laterales privados para ayudar a reducir desbordamientos de drenaje y proteger sus laterales de más daño.
¿Qué Causa Que Raíces Crezcan en la Tubería? Raíces son atraídas a los vapores de agua que se escapan por las grietas o junturas débiles en los drenajes; por eso, las raíces se moverán hacia la tubería y penetrarán por medio de las grietas, junturas débiles o cualquier otra abertura en las tuberías de drenaje. Esto ocurre aun en el invierno cuando los árboles parecen estar latentes. Al estar dentro, las raíces continuarán a crecer y llenar la tubería para crear un material que puede enmarañarse con grasa, papel y otros sólidos. Esto es lo que eventualmente causa un drenaje obstruido. Mientras las raíces continúan a crecer dentro de la tubería, empiezan a expandir y exigir presión en su punto de entrada. Esto puede resultar en una quebradura de tubería. Un drenaje roto puede ser costoso para remediar o reemplazar. Señales que un drenaje está obstruido incluyen desagües que fluyen lentamente, sonidos de gorgoteo de un inodoro y áreas mojadas alrededor de los desagües del piso de lavadoras. Una tubería que no está libre se obstruirá por completo y puede romperse.
Foto demuestra raíces de árboles que crecieron dentro de un drenaje sanitario, lo obstruyeron y lo quebraron.
Tubería Susceptible a Daño de Raíces Ciertos materiales de tubería son más vulnerables a intrusión de raíces que otros. Tuberías de arcilla vitrificada, por ejemplo, son más susceptibles a penetración de raíces y daño a comparación con tubería Schedule 40 ABS y PVC DWV cuales tienen menos junturas que son más fuertes.
¿Que Considerar al Plantar y Mantener Árboles? Como propietario, necesita saber donde está localizado su lateral y donde corre de su propiedad hacia el drenaje en la calle para que pueda evitar al plantar árboles que pueden crecer dentro o dañar su lateral. Nunca es buena idea plantar árboles encima de, o cerca de, su lateral o el lateral de su vecino. Hay ciertas especies de árboles que son más probables de crecer raíces largas y posiblemente dañar su tubería. Investigue esto al seleccionar un árbol para plantar en su propiedad y considere seriamente donde plantará su árbol en relación a su lateral. Tal vez desee consultar un vivero o arbolista antes de plantar su árbol.
¿Qué Se Puede Hacer Para Remover Raíces de Árboles en Tubería de Drenaje? El método más común para remover raíces de tubería de drenaje es usar barrenas y serruchos aumentados con herbicidas comerciales que eliminan las raíces y previenen el reaparecimiento. No use productos que contienen sulfato de cobre ni hidróxido sódico; estos no previenen el crecimiento nuevo y son dañinos a nuestros mares y otras aguas recipientes. Una solución de largo plazo para prevenir el crecimiento de raíces en drenajes sanitarios es bombear una mezcla de agua, herbicida y un agente de espuma por la tubería. Esta mezcla es aplicada a tuberías con intrusión de raíces severa y usualmente es ejecutado por un plomero licenciado o un contratista. Consulte un plomero o contratista de drenaje antes de decidir cual remedio usar. Consulte las Páginas Amarrillas bajo las secciones de “Sewer” o “Plumbing” para información acerca de compañías que hacen inspecciones con CCTV y control de raíces. Una lista de contratistas de drenaje autorizados para trabajar en el derecho de paso público se puede encontrar en: http://eng.lacity.org/ spermits/common/dsp_contractors_list.cfm. Siempre es buena idea conseguir dos o tres presupuestos para cualquier obra considerable y contratar un plomero o contratista licenciado.
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009
ATTACHMENT G ODOR HOTLINE OUTREACH FLYER
Collection System Settlement Agreement (CSSA) Annual Progress Report No.5 For the Reporting Period Ending June 30, 2009 (This page was intentionally left blank.)
Report Sewer Odors
Reporte los malos olores del drenaje
We hope you never need to make this call, but to report a sewer odor to the City of Los Angeles, call the Citywide toll free number 311 or 1-866-44SEWER (1-886-447-3937).
Esperamos que nunca tenga que hacer esta llamada, pero si necesita reportar malos olores del drenaje llame desde cualquier lugar de la Ciudad de Los Angeles a la línea telefónica gratuita 311 ó al 1-866-44SEWER (1866447-3937).
After selecting the language of preference, you will be connected to a live operator. The operator then will enter the odor complaint information into the Odor Complaint Response Form.
OR 1-866-44SEWER (1-866-447-3937)
Please have the following ready:
■ Your name ■ Phone number ■ When and where you
detected odor A crew is then dispatched to investigate the odor complaint and necessary action will be taken. If you want the results of the investigation, please indicate that in your request, and you will receive a call back by a representative of the Bureau of Sanitation. 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 accommodations to ensure equal access to its programs, services and activities. Printed on recycled paper.
Después de seleccionar el idioma de su preferencia, se le conectará con un operador, el cual ingresará la información de la queja de los malos olores en el Formulario de Respuesta a las Quejas de Malos Olores.
Por favor tenga lista la siguiente información:
■ Su nombre ■ Su número de teléfono ■ Cuándo y en dónde detectó el
mal olor Se enviará a un equipo que investigará la queja de los malos olores y se tomarán las medidas necesarias. Si desea obtener los resultados de la investigación, por favor indíquelo en su petición y usted recibirá una llamada de un representante de la Oficina de Salubridad. Como una entidad cubierta bajo el Título II de la Ley de Americanos con Discapacidades, la Ciudad de Los Angeles no discrimina en base a ninguna discapacidad física y en el momento en el que se le solicite proporcionará, dentro de lo posible, los arreglos necesarios para asegurar un igual acceso a sus programas, servicios y actividades. Impreso en papel reciclado
LA sewers 311OR 1-866-447-3937 www.lasewers.org
CITY OF LOS ANGELES Department of Public Works Bureau of Sanitation 2714 Media Center Drive Los Angeles, CA 90065
TOLL FREE • ENGLISH AND SPANISH ✮ LA LLAMADA ES GRATUITA • INGLÉS Y ESPAÑOL
LA sewers
CITY OF LOS ANGELES
Department of Public Works ■ Bureau of Sanitation 2714 Media Center Drive Los Angeles, CA 90065
Report Sewer Odors Reporte los malos olores del drenaje
OR 1-866-44SEWER (1-866-447-3937)
Bureaus of Sanitation Engineering Contract Administration
...to protect public health and the environment
