GAIL FARBER, Director

December 30, 2009

COUNTY OF LOS ANGELES

DEPARTMENT OF PUBLIC WORKS"To Enrich Lives Through Effective and Caring Service"

900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331

Telephone: (626)458-5100http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:

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

I N REPLY PLEASE

REFER TO FILE: SM-1

Mr. Allan Rigg, Director of Public WorksCity of Palos Verdes Estates340 Palos Verdes Drive WestPalos Verdes Estates, CA 90274

Attention Ms. Floriza Rivera

Dear Mr. Rigg:

CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT NO. YOTV0607D

This letter is to inform you that as part of the Sewer Condition Assessment Program, theCounty of Los Angeles Department of Public Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television (CCTV) inspection of 169,550 feet orapproximately 58.2 percent of the City of Palos Verdes Estates' sewer system.

The enclosed report outlines the structural and maintenance ratings of your systembased on the Pipeline Assessment and Certification Program's rating methodology.Included in the report are the following:

• Condition Assessment Report

• Project Overview Map (Enclosure 1)

• Quick Maintenance Rating Report Priority List and Quick Maintenance RatingMap (Enclosure 2)

• Quick Structural Rating Report Priority List and Quick Structural Rating Map(Enclosure 3)

• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)

Mr. Allan RiggDecember 30, 2009Page 2

The Condition Assessment Report provides you with details regarding the maintenanceand structural condition of your City's sewer mainlines. This information can beincluded in your agency's Sewer System Management Plan as a reference inChapter 8.0 System Evaluation and Capacity Assurance Plan. The segments withcritical maintenance issues have been cleaned and, in some instances, have beenincorporated into our routine cleaning schedule. In addition, the segments with severestructural defects have either been repaired or will be scheduled for repair as part of theongoing Accumulative Capital Outlay Project.

If you have any questions regarding this report or the Condition Assessment Program,please contact Mr. Robert Swartz at (626) 300-3367, Monday through Friday, 8 a.m. to4 p.m., or rswartz dpw.lacounty.qov.

Very truly yours,

GAIL FARBERDirector of Public Works

JOHN T. WALKERAssistant Deputy DirectorSewer Maintenance Division

HK:gyHASMHOME\GYoung\Memosletters\1799

Enc.

bc: Programs Development (PILKER)

bc: JW, KL, RS, FV, File (Project YOTV0607D), SPINDLE

CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0607D PROJECT MGR: Kari Eskridge PROJECT DATE: 5/16/07-8/20/07 CONTACT NO: (626) 300-3390 SUP. DISTRICT(s): 4 MAP PAGE(S): 1490, 1491, 1544, 1545 Report By: Hanna Kebede Report Date: 11/19/09 INTRODUCTION As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District has completed the closed-circuit television (CCTV) inspection of 169,550 feet or approximately 58.2 percent of the City of Palos Verdes Estates’ sewer system. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0607D included sewer lines located in both the Cities of Palos Verdes Estates and Rancho Palos Verdes. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows: Grade Description Estimate time to Failure

1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future

2: GOOD: Defects that have not begun to deteriorate. 20 years or more

3: FAIR: Moderate defects that will continue to deteriorate. 10 to 20 years

4: POOR: Severe defects that will become grade 5 defects within the foreseeable future. 5 to 10 years

5: IMMEDIATE ATTENTION: Defects requiring immediate attention.

Has failed or will likely fail within the next 5 years

MAINTENANCE REPORT Our inspection revealed that approximately 88.3 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 11.7 percent of the inspected pipe segments within the City of Palos Verdes Estates area had a PACP maintenance grade of 4 or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken as noted on the Quick Maintenance Rating Report Priority List (Enclosure 2). Also included is a color-coded map showing the quick maintenance rating for each pipe segment.

QUICK MAINTENANCE RATING TABLE

DEFECT GRADE

PIPE LENGTH

(FT)

PERCENT TOTAL INSPECTED PIPE

LENGTH NO. SEGMENTS

1: Excellent 97,276 57.4 552 2: Good 28,506 16.8 128 3: Fair 23,823 14.1 105 4: Poor 18,869 11.1 83 5: Immediate Attention 1,076 0.6 6

TOTAL 169,550 100.0 874 STRUCTURAL REPORT Our inspection revealed that approximately 98.8 percent of the inspected pipe segments within the City of Palos Verdes Estates were free of severe structural defects. However, the remaining 1.2 percent of the inspected pipe segments had a PACP structural grade of 4 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 10 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed corrective method will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection report for these 10 segments are included in Enclosure 4.

QUICK STRUCTURAL RATING TABLE

DEFECT GRADE

PIPE LENGTH

(FT)

PERCENT TOTAL INSPECTED PIPE

LENGTH NO. SEGMENTS

1: Excellent 154,761 91.3 805 2: Good 7,401 4.4 34 3: Fair 5,259 3.1 25 4: Poor 1,424 0.8 6 5: Immediate Attention 705 0.4 4

TOTAL 169,550 100.0 874

FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the City of Palos Verdes Estates according to the following schedule. FISCAL YEAR PROJECT

NAME LENGTH

(FT) PERCENTAGE

OF SYSTEM STATUS

2006-2007 Y0TV0607D 169,550 58.2 COMPLETE

2008-2009 Y0TV0809C 95,284 32.7 REPORT PENDING 2008-2009 Y0TV0809D 26,507 9.1 REPORT PENDING

TOTAL 291,341 100.0

ENCLOSURE 1:

Project Overview Map

P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S

R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S

****

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MAR

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S-1490

S-1544

S-1491S-1545R O L L I N G H I L L S E S T A T E SR O L L I N G H I L L S E S T A T E S

R A N C H O P A L O S V ER A N C H O P A L O S V E

R O L L I N G H I L LR O L L I N G H I L L S

LegendSMD Manholes!U Other

Manhole Type!( Standard

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Maintained by Others:Trunk Sewerlines

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

Parcel Boundary

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 20090607D_OVERVIEW.mdx

0 925 1,850 2,775 3,70

Feet

Supervisorial District 4Cities of Palos Verdes Estates

& Rancho Palos Verdes

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O

PROJECT OVERVIEW MAP

Y0TV0607D

ENCLOSURE 2:

• Quick Maintenance Rating Report

Priority List • Quick Maintenance Rating Map

Item No.

QMR Start MH End MH Street Observation: Location Corrective Action Taken

1 5231 1491-0095 1491-0105 EASEMENT / AVENIDA MIROLA Root ball (blockage) Rodder (completed 3/27/09)2 5141 1491-0137 1491-0128 VIA BANDINI Root ball and grease deposits Rodder (completed 3/28/09)3 5141 1544-0682 1544-0681 EASEMENT /VIA CORONEL Root ball Rodder (completed 3/28/09)4 5131 1491-0128 1491-0137 VIA BANDINI Root ball Rodder (completed 3/30/09)5 5131 1491-0122-A 1491-CO ALLEY BY PALOS VERDES DR Root ball Rodder (completed 3/30/09)6 511A 1491-0226 1491-0225 EASEMENT/ NEVE Root ball Rodder (completed 3/27/09)7 4H00 1490-0102 1490-0100 PALOS VERDES DR W Camera underwater Hydrojet (completed 2/25/09) 8 4B2H 1491-LH 1491-0232 VIA PACHECO Camera underwater Hydrojet (completed 2/24/09) 9 4A31 1544-0852 1490-0368 VIA MIRABEL Root ball; camera underwater Hydrojet (completed 7/09/09)

10 4432 1490-0470 1490-0469 EASEMENT/ CRESTA PL Root ball Rodder (completed 3/30/09)11 4332 1490-0058 1491-0120 ALLEY NORTH/ PALOS VERDES DR Root ball Rodder (completed 3/31/09)12 4331 1490-0184 1490-0185 ESPINOSA CR Roots Hydrojet (completed 2/19/09) 13 4300 1544-0928 1544-0690 VIA CERRITOS Deposits: settled & compacted Millsaw (completed 3/30/09)14 4232 1491-0317 1491-0316 VIA ROMERO Roots; camera underwater Hydrojet (completed 2/23/09) 15 4231 1491-0252 1491-0258 EASEMENT/ VIA FORTUNA Roots; debris; camera underwater Hydrojet (completed 9/21/09) 16 4231 1490-0127 1490-0126 VIA ESTUDILLO Roots Hydrojet (completed 2/19/09) 17 4231 1491-0227 1491-0226 EASEMENT/ NEVE Roots Hydrojet (completed 2/19/09) 18 4222 1544-0661 1544-0660 PASEO LA CRESTA Camera underwater Hydrojet (completed 2/25/09) 19 4221 1491-0249 1491-E VIA GOLETA Root ball Rodder (completed 3/30/09)20 4221 1490-0173 1490-0172 ESPINOSA CR Roots fine Hydrojet (completed 2/19/09) 21 4221 1491-0089 1491-0088 ALLEY NORTH VIA BANDINI Root ball Rodder (completed 4/01/09)22 4214 1491-0708 1490-0494 VIA LEON Roots Hydrojet (completed 2/23/09) 23 4214 1490-0060 1490-0059 ALLEY NORTH PALOS VERDES DR Roots Hydrojet (completed 2/19/09) 24 4214 1544-0772 1544-0773 EASEMENT/ VIA FERNANDEZ Roots Hydrojet (completed 2/19/09) 25 4211 1490-0087 1490-0086 VIA BORONADA Root ball Rodder (completed 3/31/09)26 4211 1544-0916 1544-0974 EASEMENT/ VIA DEL MONTE Alignment 30% No action needed. 27 4200 1490-0101 1490-0078 VIA CORONEL Camera underwater Hydrojet (completed 2/25/09) 28 4200 1490-0038 1490-0028 CHELSEA RD Roots; high water level Hydrojet (completed 2/19/09) 29 4139 1491-0162 1491-0161 VIA PACHECO Camera underwater Hydrojet (completed 9/21/09) 30 4132 1490-0329 1490-0330 EASEMENT/ PALOS VERDES DR Roots Hydrojet (completed 9/19/09) 31 4131 1490-0185 1490-0186 ESPINOSA CR Roots Hydrojet (completed 10/15/09) 32 4131 1491-0728 1491-0745 VIA CORONEL Root ball Rodder (completed 3/27/09)33 4131 1490-0135 1490-0126 VIA CORONEL Roots Hydrojet (completed 2/25/09) 34 4131 1490-0093 1490-0094 VIA BORONADA Roots Hydrojet (completed 2/23/09) 35 4131 1491-0326 1491-0327 VIA ESTUDILLO Roots; high water level Hydrojet (completed 2/23/09)

ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07

Page 1 of 3

Item No.

QMR Start MH End MH Street Observation: Location Corrective Action Taken

ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07

36 4131 1491-0344 1491-0343 VIA OLIVERA Roots Hydrojet (completed 2/23/09) 37 4131 1491-0121 1491-0045 EASEMENT/VIA PACHECO Roots Hydrojet (completed 2/23/09) 38 4131 1491-0086 1491-0087 ALLEY NORTH AVENIDA MIROLA Roots; deposits Hydrojet (completed 2/26/09) 39 4131 1491-0026 1491-0027 EASEMENT / CHELSEA RD Root ball Rodder (completed 2/20/09)40 4131 1490-0460 1490-0461 EASEMENT / PASEO LA CRESTA Root ball Rodder (completed 3/30/09)41 4131 1544-0758 1544-0759 EASEMENT / VIA CATALUNA Roots Hydrojet (completed 7/09/09) 42 4131 1491-0423 1491-S ALLEY NORTH VIA ANACAPA Roots Hydrojet (completed 2/20/09) 43 4125 1544-1061 1544-1060 EASEMENT / VIA CORONEL Root ball Rodder (completed 3/30/09)44 4124 1544-0659 1544-0660 VIA VISALIA Camera underwater Hydrojet (completed 2/24/09) 45 4121 1544-0652 1544-0651 EASEMENT / VIA CATALUNA Root ball Rodder (completed 9/10/09)46 4121 1491-0285 1491-0286 ALLEY NORTH VIA ZUMAYA Root ball Rodder (completed 3/27/09)47 4121 1491-0031 1491-0035 EASEMENT / CHELSEA RD Roots Rodder (completed 3/30/09)48 4121 1544-0757 1544-0758 EASEMENT / VIA CATALUNA Grease, roots Hydrojet (completed 2/24/09) 49 411Q 1491-0155 1491-0157 VIA PACHECO Sag Hydrojet (completed 9/21/09) 50 411K 1491-0215 1491-0214 PASEO DEL MAR Rootball Hydrojet (completed 2/19/09) 51 411F 1491-0090 1491-0058 OAKLEY RD Rootball Rodder (completed 10/22/09)52 4118 1491-0083 1491-0084 ALLEY NORTH VIA PENA Roots, deposits, sag Hydrojet (completed 2/23/09) 53 4116 1491-0063 1491-0062 EASEMENT / THORLEY PL Rootbal Rodder (completed 3/27/09)54 4114 1491-0210 1491-CO EASEMENT / VIA SEGOUIA Rootball Rodder (completed 3/27/09)55 4113 1490-0048 1490-0047 DALTON RD Rootball , sag Hydrojet (completed 2/19/09) 56 4113 1544-0826 1544-1006 EASEMENT / VIA ACALONES Alignment 45% No action needed. 57 4112 1490-0162 1490-0161 RICO PL Rootball Rodder (completed 9/14/09)58 4112 1491-0150 1491-0138 EASEMENT / PALOS VERDES DR W Rootball, sag Rodder,Hydrojet (completed 3/27/09)59 4112 1544-0973 1544-0972 EASEMENT/ VIA DEL MONTE Alignment 35% No action needed. 60 4111 1544-0830 1544-CO EASEMENT / VIA ACALONES Alignment 35% No action needed. 61 4111 1490-0166 1490-0094 VIA ESTUDILLO Rootball Rodder (completed 10/15/09)62 4111 1491-0351 1491-0356 VIA SANCHEZ Rootball Rodder (completed 3/27/09)63 4111 1490-0298 1490-0299 ALLEY NORTH / PALOS VERDES DR WRootball ; sag Hydrojet (completed 2/19/09) 64 4100 1490-0474 1490-CO PALOS VERDES DR W Rootball Rodder (completed 3/27/09)65 4100 1491-0386 1491-CO VIA VALDES Construction debris Millsay, hydrojet (completed 9/10/09)66 4100 1490-0080 1490-0081 PALOS VERDES DR W Roots, sag Hydrojet (completed 2/25/09) 67 4100 1491-0352 1491-0341 VIA SANCHEZ Rootballl Hydrojet (completed 2/23/09) 68 4100 1491-0157 1491-0159 VIA PACHECO High water level Hydrojet (completed 2/23/09) 69 4100 1544-0716 1544-0715 EASEMENT / CATALUNA PL Rootball Hydrojet (completed 7/29/09) 70 4100 1491-0290 1491-0291 LA COSTA PL Rootball Rodder ( completed 3/31/09)

Page 2 of 3

Item No.

QMR Start MH End MH Street Observation: Location Corrective Action Taken

ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07

71 4100 1491-0272 1491-CO EASEMENT / VIA AMADOR Alignment 45% No action needed. 72 4100 1490-0110 1490-0111 EASEMENT / VIA OLVERA Alignment 25% No action needed. 73 4100 1491-0080 1491-CO EASEMENT / PASEO LUNADO Alignment 25% No action needed. 74 4100 1490-0152 1490-0150 EASEMENT / VIA CORONEL Alignment 90% No action needed.

Item QMR Start MH End MH Street Observation1 4232 1491-0317 1491-0316 VIA ROMERO Root ball in lateral connection.2 4132 1490-0329 1490-0330 EASEMENT / PALOS VERDES DR W Root ball in lateral connection.3 4131 1490-0061 1491-0044 VIA PACHECO Root ball in lateral connection.4 411K 1491-0223 1491-0215 VIA NEVE Root ball in lateral connection.5 4116 1491-0174 1491-0173 VIA ANACAPA Root ball in lateral connection.6 4115 1490-0180 1490-0179 VIA MACHADO Root ball in lateral connection.7 4111 1491-0358 1491-0357 VIA ROMERO Root ball in lateral connection.8 4111 1490-0014 1490-0013 ALLEY NORTH /CHELSEA RD Root ball in lateral connection.9 4111 1490-0039 1490-0038 CHELSEA RD Root ball in lateral connection.

10 4100 1490-0297 1490-0498 VIA MARTINEZ Root ball in lateral connection.11 4100 1490-0158 1490-0157 VIA ZURITA Root ball in lateral connection.12 4100 1490-0195 1490-0194 VIA LANDETA Root ball in lateral connection.13 4100 1490-0115 1490-0116 VIA ESTUDILLO Root ball in lateral connection.14 4100 1490-0012 1490-0013 ALLEY NORTH /CHELSEA RD Root ball in lateral connection.15 4100 1490-0008 1490-0009 PASEO DEL MAR Root ball in lateral connection.

The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of root ball inside the lateral connection. CSMD does not maintain lateral lines; it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines were not included on the Priority List above identified with maintenance deficiencies in need of immediate attention by CSMD.

Page 3 of 3

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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S

R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S

****

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BU

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VIA VENTANA

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LA C

OS

TA P

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CL

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OS

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****

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AN

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*****

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LegendSMD sanitary SewersQMR

1: EXCELLENT

2: GOOD

3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

Manhole Type!( Standard

#* DROP

" ‚ Shallow

XW Trap

!? Siphon

ÍP SMD Pump Satations

Maintained by Others:Trunk Sewerlines

+C SMD Treatment Plants

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 2

QUICKMAINTENANCE

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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S

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LegendSMD sanitary SewersQMR

1: EXCELLENT

2: GOOD

3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

Manhole Type!( Standard

#* DROP

" ‚ Shallow

XW Trap

!? Siphon

ÍP SMD Pump Satations

Maintained by Others:Trunk Sewerlines

+C SMD Treatment Plants

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 2

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LegendSMD sanitary SewersQMR

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Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 2

QUICKMAINTENANCE

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1063R A N C H O P A L O S V ER A N C H O P A L O S V E

35 39217 219218 178

768

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LegendSMD sanitary SewersQMR

1: EXCELLENT

2: GOOD

3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

Manhole Type!( Standard

#* DROP

" ‚ Shallow

XW Trap

!? Siphon

ÍP SMD Pump Satations

Maintained by Others:Trunk Sewerlines

+C SMD Treatment Plants

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 2

QUICKMAINTENANCE

RATING(QMR)

ENCLOSURE 3:

• Quick Structural Rating Report Priority List

• Quick Structural Rating Map

Item No. QSR Start MH End MH Street Observation: Location Proposed Corrective Method Length of

Repair (FT)1 5143 1491-0639 1491-0638 EASEMENT/ VIA BARCELONA Broken and fractures: 140'; multiple fractures

and cracksLining: MH to MH 343

2 5141 1491-0167 1491-0166 PASEO LUNADO Broken: 72' Structural integrity in tact. No action needed. -3 5122 1491-0424 1491-0174 VIA ANACAPA Hole with soil visible: 175' Linining: MH to MH 1964 5100 1491-0174 1491-0173 VIA ANACAPA Hole with soil visible: 102' Structural integrity in tact. No action needed. -5 4300 1491-0031 1491-0035 EASEMENT// CHELSEA RD Broken and fractures:157' Lining: MH to MH 1896 4131 1491-0163 1491-0162 VIA PACHECO Fractures: 65', 86' Structural integrity in tact. No action needed. -7 4121 1491-0457 1491-0456 EASEMENT/ VIA VICTORIA Fracture multiple : 279' Structural integrity in tact. No action needed. -8 4121 1491-0154 1491-0155 VIA PACHECO Hole with concrete visible (repair patch): 32' Structural integrity in tact. No action needed. -9 4111 1544-0823 1544-0825 VIA ACALONES Hole at base of MH 1544-0823; concrete pipe CSMD will repair MH base. Lining: MH to MH 17210 4100 1491-0303 1491-0302 VIA ZUMAYA Broken MH base (1491-0302) CSMD will repair MH base. -

ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST

as of 07/24/07 CITY OF PALOS VERDE ESTATES (Y0TV0607D)

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****

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MARGUERITE DR

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LegendSMD sanitary SewersQSR

1: EXCELLENT

2: GOOD

3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

Manhole Type!( Standard

#* DROP

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ÍP SMD Pump Satations

Maintained by Others:Trunk Sewerlines

+C SMD Treatment Plants

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 3

QUICKSTRUCTURAL

RATING(QSR)

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LegendSMD sanitary SewersQSR

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CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

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This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

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Y0TV0607D

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182

186

LegendSMD sanitary SewersQSR

1: EXCELLENT

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3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

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#* DROP

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SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 3

QUICKSTRUCTURAL

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MIR

ADA

MOSSBANK DR

ESPIN

OS

A C

IR

VIA LANDETA

VIA BALBOA

HYTE RD

VIA A

RR

IBA

VIA CHISPAS

GROVEOAK PL

EL PORTAL

VUELTA PL

VIA MATEO

VIA CO

NEJO

CATALUNA PL

VISA

LIA

LN

PASEO DEL MAR

GA

TOS

PL

VIA S

OBRANTE

PUNT

A PL

WO

OD

FER

N D

R

SANDBROOK DRC

ATA

LUN

A S

Q

CORO

NEL PZ

MONTEMALAGA PZ

MONTEMALAGA DR

LA C

RE

S TA

PL

GRA

NVIA

ALT

AMIR

A

*****

*****

VIA MARGARITA

*****

VIA SONOMA

*****

*****

PASEO DEL SOL

26

3336 3435 37

45

4439 42414038 43

78

499

498

502

501

294

292

282

278

279

276

441

273

261

507509

510

266

271

852

847

268

337

452

659

877

872

295

342

157

897

459

336

264

188

386

444

270

365665

870

405

426

339

863

893

471

340

355

466

287

376

395

483

691

964

364

216

338

684

400

865

468

346

686

660

403

467

464

220

274

375

366

187

447

843

388

484

898

661

189

455

269

362

378

500

456

387

297

458

262

462

377

846

283

688

217

902

130

331

440

131

851

332

379

193

868

463

667

682

290

296

896

272

368

410

371

481

878

855

866

446

293

685

687

284

344

429

460

137

857

662

333

156

291

859

862

427

402

860

461

374

858

900

394

849

465

854

867

508

219

347

385

373

215218

398

354

341

363

428

504

225

844

890

512

160

285 265

892

275

192

361

396

853

151

382

277

692

155

478

221

389

334

397

133

359404

401

185

503

664

511

506

451

357

335

367

360

208

158

263

288

132

856

899

370

222

457

194

470

345

399

380

391

445

381

666

689

289

482

356

267

430

286

901

480

191

453

663

393

873

343

207

281

159

383358

280

540

850

895

454

864

469

206

390

848

348

683

369

869

505

845

184

791

678

681

722

984

693

169

778

977

997

821

904

838

978

994

793

649

721

982

788

146

720

730

834917

658

695

947

833

704

750

792

680

756

771

743

871

635703

729

825

995

916

735

738

758

861

801

647

178

701

639

749

810

709

631

144

145

653

669

796

816

634

946

822

906

835

674

174

836

747

764

158

913

655

165

814

725

779

785

711

167

839

798

753

823

808

710

734

696

790

675

739

638

915

772

715

986

646

775

903

829

157

733

147

162

888

907

677673

769

716

714

922

740762

781819

748

942

920

707

181

806

697

723

637

648

803

981

719

702

804

786

951

763

958

809

840

724

718

948

168

122

918

745

728

928

783

800

713

802

644

741

651

776

751

941

914

909

908

980

151

972

757

912

672

990

976

949

832

179

706

679

642

944

744

919

973

812

761

770

817

811

807

737

699

988

970831

766

636

842

746

694

797

940

742

700

773

650

149

654

910

643

755

752

180

774

987

921

818

989

826

712

999

175

705

974

727

837

799

731

164

830

690

934

657

784

632

805

163

905

777

813

676

971

985

754

726

732

933

841

794

767

827

633

768

671

171

983

815

670

789

911

787

641

894

652

656

824

698

640

943

143

166

795

945

152

760

148

782

668

736

828

708

820

717

161

996

645

952

759

142

1060

1054

1005

1050

1041

1051

1003

1062

1052

1056

1053

1001

1002

1061

1004

1046

1048

1059

1049

1047

1007

1013

1010

1064

1042

1006

1043

1000

1009

1058

1044

1014

1057

1015

1008

1055

1063

182

372

186

384

765

780

LegendSMD sanitary SewersQSR

1: EXCELLENT

2: GOOD

3: FAIR

4: POOR

5: IMMEDATE ATTENTION

SMD Manholes!U Other

Manhole Type!( Standard

#* DROP

" ‚ Shallow

XW Trap

!? Siphon

ÍP SMD Pump Satations

Maintained by Others:Trunk Sewerlines

+C SMD Treatment Plants

Non SMD Sanitary Sewers

!( Trunk Mh

!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0607D

CCTV PROJECT

NOVEMBER 2009

Supervisorial District 4Palos Verdes Estates

P

This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

O0 270 540 810 1,080

Feet

Y0TV0607D

ENCLOSURE 3

QUICKSTRUCTURAL

RATING(QSR)

ENCLOSURE 4:

Infrastructure Inspection Reports for Grades 4 and 5

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

06/18/2007 YOTV0607D Dry Gilbert Contreras 547 79949

227.00 LACDPW Palos Verdes Estates 06/15/2007 Jetting 1491

VIA ZUMAYA

PVE

Light Highway

Not Controlled

G312-022

1491-0303

1491-0302

164.4 ft

Routine Assessment

Sanitary

0302/1491-0303/1491

Circular 8"Vitrified Clay Pipe Pipe Length:

1:375 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:41 5491Manhole, within 8 inch: NO, Remarks: Downstream, Survey Begins

5.00 00:02:43 5492 M 2Water Level, 5 %, within 8 inch: NO

110.00 00:05:25 5493Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

164.40 00:07:31 5494 S 4Broken, from 2 to 5 o'clock, within 8 inch: NO

164.40 00:08:31 5495Manhole, within 8 inch: NO, Remarks: Buried, Upstream Survey E

1491-0303

1491-0302

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4100 2100 4 2 6 4 2 3

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

05/21/2007 YOTV0607D Dry Gilbert Contreras 428 76614

205.00 LACDPW Palos Verdes Estates 05/18/2007 Jetting 1544

VIA ACALONES

Palos Verdes Estates

Light Highway

Not Controlled

G312-003

1544-0823

1544-0825

172.5 ft

Routine Assessment

Sanitary

0825/1544-0823/1544

Circular 8"Vitrified Clay Pipe Pipe Length:

1:400 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:01:23 3884Manhole, within 8 inch: NO, Remarks: Downstream #1544-0823, Su

1.00 00:02:32 3885 S 4Hole, from 1 to 3 o'clock, within 8 inch: YES

1.00 00:03:19 3886 S 1Joint Offset Medium, within 8 inch: YES

6.00 00:04:05 3887 M 2Water Level, 5 %, within 8 inch: NO

26.50 00:04:47 3888 M 1Alignment Left, within 8 inch: NO

170.40 00:09:20 3889Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

172.20 00:09:44 3890Roots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES

172.50 00:10:51 3891Manhole, within 8 inch: NO, Remarks: Upstream, Survey Ends

1544-0823

1544-0825

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4111 2111 5 3 8 2.5 1.5 2

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/13/2007 YOTV0607D Dry Gilbert Contreras 773 80125

236.00 LACDPW PALOS VERDESESTATES

07/12/2007 Jetting 1491

VIA PACHECO

PVE

Light Highway

Not Controlled

G312-038

1491-0154

1491-0155

222.8 ft

Routine Assessment

Sanitary

0154/1491-0155/1491

Circular 10"Vitrified Clay Pipe Pipe Length:

1:500 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:45 7488Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins

6.00 00:02:05 7489 M 2Water Level, 10 %, within 8 inch: NO

8.10 00:02:33 7490Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES

8.10 00:02:56 7491 S 2Fracture Circumferential, from 3 to 6 o'clock, within 8 inch: YES

18.40 00:03:53 7492Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES

29.70 00:04:47 7493Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO

31.90 00:05:45 7494Repair Patch, from 9 to 2 o'clock, within 8 inch: NO, Remarks: repair

31.90 00:06:12 7495 S 4Fracture Multiple, from 2 to 1 o'clock, within 8 inch: NO

60.70 S1 00:07:44 7496 M 2Water Level Sag, 25 %, within 8 inch: NO, Start

108.30 00:09:39 7497Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO

119.90 F1 00:10:13 7498 M 2Water Level Sag, 25 %, within 8 inch: NO, End

120.10 00:10:35 7499 M 2Water Level, 15 %, within 8 inch: NO

140.20 00:11:23 7500 M 2Water Level, 10 %, within 8 inch: NO

156.80 00:12:14 7501Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

174.40 00:13:13 7502Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO

211.40 00:14:47 7503Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES

222.80 00:15:57 7504Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends

1491-0154

1491-0155

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4121 2500 6 10 16 3 2 2.29

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

06/21/2007 YOTV0607D Dry Gilbert Contreras 596 79880

285.00 LACDPW PALOS VERDESESTATES

06/20/2007 Jetting 1491

0

PVE

Easement/Right of Way

Not Controlled

G312-025

1491-0457

1491-0456

292.3 ft

Routine Assessment

Sanitary

0457/1491-0456/1491

Circular 8"Vitrified Clay Pipe Pipe Length:

1:675 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:42 5881Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins

5.00 00:01:39 5882 M 2Water Level, 5 %, within 8 inch: NO

9.60 00:02:16 5883 S 1Joint Offset Medium, within 8 inch: YES

13.60 00:02:47 5884 M 1Alignment Right, within 8 inch: NO

13.80 00:03:17 5885 S 1Joint Offset Medium, within 8 inch: YES

15.00 00:03:57 5886Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO

38.60 00:04:48 5887Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO

172.90 00:07:44 5888Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

174.50 00:08:13 5889Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES

175.70 00:08:52 5890Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

175.70 00:09:13 5891 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO

177.20 00:10:05 5892 S 2Fracture Circumferential, from 2 to 6 o'clock, within 8 inch: YES

177.20 00:10:53 5893Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES

278.60 00:14:07 5894 S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: NO

278.60 00:14:36 5895 M 2Roots Fine Barrel, from 4 to 6 o'clock, within 8 inch: NO

292.30 00:16:01 5896Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends

1491-0457

1491-0456

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4121 2212 8 6 14 2 1.5 1.75

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/10/2007 YOTV0607D Dry Gilbert Contreras 726 80137

280.00 LACDPW PALOS VERDESESTATES

07/09/2007 Jetting 1491

VIA PACHECO

PVE

Light Highway

Not Controlled

G312-035

1491-0163

1491-0162

259.1 ft

Routine Assessment

Sanitary

0163/1491-0162/1491

Circular 10"Vitrified Clay Pipe Pipe Length:

1:600 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:34 7016Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins

6.00 00:01:41 7017 M 2Water Level, 20 %, within 8 inch: NO, Remarks: due to pump station

50.30 00:03:11 7018 M 2Water Level, 10 %, within 8 inch: NO

62.70 00:04:03 7019 S 3Crack Multiple, from 3 to 1 o'clock, within 8 inch: YES

63.70 00:04:47 7020Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO

64.80 S1 00:05:18 7021 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start

70.30 F1 00:05:57 7022 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End

85.60 00:06:57 7023 S 4Fracture Multiple, from 2 to 1 o'clock, within 8 inch: YES

122.90 00:08:54 7024Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO

145.90 00:10:20 7025Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO

186.00 00:12:06 7026Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

201.10 00:13:04 7027Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

257.70 00:15:13 7028Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

259.10 00:15:50 7029Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends

1491-0163

1491-0162

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4131 2200 11 4 15 2.75 2 2.5

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/18/2007 YOTV0607D Dry Gilbert Contreras 781 80326

191.00 LACDPW PALOS VERDESESTATES

07/17/2007 Jetting 1491

0

PVE

Easement/Right of Way

Not Controlled

G312-039

1491-0031

1491-0035

189.1 ft

Routine Assessment

Sanitary

0035/1491-0031/1491

Circular 8"Vitrified Clay Pipe Pipe Length:

1:425 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:43 7613Manhole, within 8 inch: NO, Remarks: Downstream Survey Begins

5.00 00:02:22 7614 M 2Water Level, 5 %, within 8 inch: NO

15.40 00:03:06 7615Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES

25.50 S1 00:03:55 7616 M 1Alignment Left, 5 %, within 8 inch: NO, Start

35.80 F1 00:04:37 7617 M 1Alignment Left, 5 %, within 8 inch: NO, End

41.30 00:05:25 7618Roots Fine Joint, from 5 to 1 o'clock, within 8 inch: YES

78.40 00:06:56 7619Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO

107.00 00:07:44 7620 M 1Alignment Left, 10 %, within 8 inch: NO

114.00 00:08:36 7621Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO

119.80 00:08:58 7622 M 1Alignment Right, 5 %, within 8 inch: NO

145.60 00:10:00 7623 M 1Alignment Left, 5 %, within 8 inch: NO

157.30 S2 00:12:40 7624 S 4Fracture Multiple, from 2 to 8 o'clock, within 8 inch: YES, Start

157.30 00:13:14 7625 S 4Broken, from 5 to 7 o'clock, within 8 inch: NO

157.30 00:13:40 7626 S 4Deformed, 10 %, within 8 inch: NO

157.30 00:14:07 7627 M 4Roots Medium Barrel, from 7 to 1 o'clock, 20 %, within 8 inch: NO

159.30 00:16:04 7628 M 2Roots Fine Barrel, from 7 to 6 o'clock, within 8 inch: NO

160.00 F2 00:16:45 7629 S 4Fracture Multiple, from 2 to 8 o'clock, within 8 inch: YES, End

166.10 00:17:28 7630Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES

176.10 00:18:16 7631Roots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES

182.80 00:18:57 7632Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

189.10 00:19:46 7633Manhole, within 8 inch: NO, Remarks: Upstream Survey Ends

1491-0031

1491-0035

QSR QMR SPR MPR OPR SPRI MPRI OPRI

4400 4122 16 13 29 4 1.63 2.42

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/11/2007 YOTV0607D Dry Martin Garcia 1290 80151

170.00 LACDPW PALOS VERDE ESTATES 07/06/2007 Jetting

VIA ANACAPA

PVE

Light Highway

Not Controlled

M313-021

1491-0174

1491-0173

149.2 ft

Routine Assessment

Sanitary

Circular 8"Vitrified Clay Pipe Pipe Length:

1:350 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:34 13292Manhole, within 8 inch: NO, Remarks: UPSTREAM MH 1491-0174-SUR

6.20 00:02:15 13293Roots Fine Joint, from 5 to 7 o'clock, within 8 inch: YES

11.50 00:03:34 13294Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES

13.80 00:04:02 13295 M 2Water Level, 5 %, within 8 inch: NO

27.00 S1 00:04:35 13296Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start

59.70 00:06:06 13297Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO

59.70 00:06:31 13298 M 4Roots Ball Lateral, at 9 o'clock, 75 %, within 8 inch: NO

87.60 F1 00:23:31 13299Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End

102.70 00:24:14 13300, b S 5Hole Soil Visible, from 12 to 1 o'clock, within 8 inch: YES

113.00 00:25:03 13301Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES

118.10 00:25:39 13302Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES

149.20 00:27:11 13303Manhole, within 8 inch: NO, Remarks: DOWNSTREAM MH 1491-0173-S

1491-0174

1491-0173

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5100 4121 5 6 11 5 3 3.67

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/10/2007 Dry Martin Garcia 1421 80154

267.00 YOTV0607D Palos Verde Estates Jetting

VIA ANACAPA

PVE

Light Highway

Not Controlled

M315-004

1491-0424

1491-0174

196.2 ft

Routine Assessment Circular 8"Vitrified Clay Pipe Pipe Length:

1:450 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:35 14785Manhole, within 8 inch: NO, Remarks: UPSTREAM MH 1491-0424-SUR

6.00 00:01:27 14786 M 2Water Level, 5 %, within 8 inch: NO

60.60 00:03:30 14787 S 2Fracture Circumferential, from 5 to 7 o'clock, within 8 inch: YES

102.90 00:05:24 14788Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

102.90 00:05:46 14789 M 3Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO

110.60 00:06:20 14790Roots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES

115.70 00:07:03 14791Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES

146.60 00:08:14 14792Roots Fine Joint, from 5 to 9 o'clock, within 8 inch: YES

157.20 00:09:02 14793Roots Fine Joint, from 4 to 5 o'clock, within 8 inch: YES

167.60 00:09:35 14794Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES

172.60 00:10:20 14795Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES

173.90 00:10:58 14796Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

173.90 00:11:25 14797 M 3Roots Medium Lateral, at 3 o'clock, 40 %, within 8 inch: NO

175.30 00:12:22 14798, b S 5Hole, from 9 to 1 o'clock, within 8 inch: YES

175.30 00:12:50 14799 S 2Fracture Circumferential, from 12 to 3 o'clock, within 8 inch: YES

196.20 00:14:17 14800Manhole, within 8 inch: NO, Remarks: DOWNSTREAM MH 1491-0174-S

1491-0424

1491-0174

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5122 3221 9 8 17 3 2.67 2.83

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

07/10/2007 YOTV0607D Dry Gilbert Contreras 722 80140

42.00 LACDPW PALOS VERDESESTATES

07/09/2007 Jetting 1491

PASEO LUNADO

PVE

Yard

Not Controlled

G312-035

1491-0167

1491-0166

73.4 ft

Routine Assessment

Sanitary

0167/1491-0166/1491

Circular 10"Vitrified Clay Pipe Pipe Length:

1:175 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:46 6995Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins

2.00 00:02:17 6996 M 2Water Level, 10 %, within 8 inch: NO

72.40 00:05:13 6997 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: NO

72.40 00:06:04 6998, b S 5Broken, from 10 to 2 o'clock, within 8 inch: NO

73.40 00:07:06 6999Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends

1491-0167

1491-0166

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5141 2100 9 2 11 4.5 2 3.67

YOTV0607D1788 N. Neville St Orange, Ca 92865

Tel: (714) 639.8352, Fax: (714)283.8578

Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:

Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:

Street: Flow Control: Start MH:

City: Year Renewed End MH:

Location Code: Tape/Media #: pipe length:

Reason for inspection: Dia/Height:

Use of Sewer: Material:

Drain. Area:Lining Method:Category:

Remark::

06/15/2007 YOTV0607D Dry Gilbert Contreras 537 79616

226.00 LACDPW PALOS VERDESESTATES

06/14/2007 Heavy Cleaning 1491

0

PVE

Easement/Right of Way

Not Controlled

G312-021

1491-0639

1491-0638

343.4 ft

Routine Assessment

Sanitary

0639/1491-0638/1491

Circular 10"Vitrified Clay Pipe Pipe Length:

1:775 position observation MPEG photo grade

Y0TV0607D.mdb // page: 1

0.00 00:00:33 5405Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins

0.00 00:00:53 5406 M 2Water Level, 10 %, within 8 inch: NO

1.30 S1 00:01:43 5407Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start

46.90 F1 00:3:10 5408Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End

68.60 00:04:02 5409 S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES

78.50 00:04:55 5410 S 2Fracture Circumferential, from 2 to 1 o'clock, within 8 inch: YES

113.90 S2 00:06:16 5411Roots Fine Joint, at 1 o'clock, within 8 inch: YES, Start

139.60 S3 00:07:27 5412 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start

141.70 00:08:14 5413, b S 5Broken, from 3 to 9 o'clock, within 8 inch: NO

144.80 F3 00:09:04 5414 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End

175.50 S4 00:10:20 5415 S 3Crack Multiple, from 6 to 1 o'clock, within 8 inch: YES, Start

232.40 00:12:48 5416Roots Medium Joint, from 8 to 4 o'clock, 40 %, within 8 inch: YES

233.50 00:16:11 5417 S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: NO

324.20 00:22:01 5418 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES

339.10 00:23:15 5419 S 2Fracture Circumferential, from 2 to 5 o'clock, within 8 inch: YES

339.10 F2 00:23:41 5420Roots Fine Joint, at 1 o'clock, within 8 inch: YES, End

339.10 F4 00:24:02 5421 S 3Crack Multiple, from 6 to 1 o'clock, within 8 inch: YES, End

343.40 00:25:10 5422Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends

1491-0639

1491-0638

QSR QMR SPR MPR OPR SPRI MPRI OPRI

5143 2100 30 2 32 3 2 2.91