Los Angeles County, California - Rancho Palos Verdes Palos... · 2017. 4. 27. · Los Angeles...

COUNTY CAF LOS ANGELESDEPARTMENT OF PUBLIC W~RI~S

"To Enrich Lives Tl~rougli EJj'ectire acid Caring Service"

14G1RSi PESTRELLA, Acting Director

~}W SOUTIi FREMOtVT AVENUEA[.HAMHRR. CALIFORNIA 91.803-1331

Telephone:{G36)4i8-5100http:?ldpw.lacounty.gov

~pRGSS ALL CORRESPONDCNCE TO:P.O. I30X 1460

At.HAh1IIR.A, CALIFORNIA 91K02-1460

IN REPLY PLEASE

REFER TO FILE: SM' 1

April 6, 2017

Mr. Michael ThroneDirector of Public WorksCity of Rancho Palas Verdes3U940 Hawthorne BoulevardRancho Palos Verdes, CA 90275

Attention Mr. Ron Drago

Dear Mr. Throne:

CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTCITY OF RANCHO PALOS VERDES

This letter is to inform you that the County of Los Angeles Department of Public WorksConsolidated Sewer Maintenance District has completed a Sewer ConditionAssessment Program of the City of Rancho Palos Verdes' sewer system.

The enclosed Condition Assessment Report provides details regarding the maintenanceand structural condition of your sewer mainlines. This information should be included inyour agency's Sewer System Management Plan as a reference in Chapter 8, SystemEvaluation and Capacity Assurance Plan. The segments with critical maintenanceissues have been cleaned and, where appropriate, incorporated into our enhancedmaintenance schedule, in addition, the segments with severe structural defects haveeither been repaired or will be scheduled for repair or replacement as part of theongoing Accumulative Capital outlay Project.

Mr. Michael ThroneApril 6, 2017

If you have any questions regarding this report ar the Condition Assessment Program,please contact Mr. Robert Swartz, Sewer Maintenance Division, at {626) 300-3367,Monday through Friday, 8 a.m. to 4 p.m., ar rswartzCa~dpw.lacount~+.gov.

Very truly yours,

MARK PESTRELLADirector of Public Works

WILLIAM J. WINTERAssistant Deputy DirectorSewer Maintenance Division

EL:sbH:15MHOME\LBo6adilla~20171Letters &Memos\756.docx

Enc.

bc: Programs Development (Gutierrez), RS, KE, FILE (Project YOTV1112C), SPINDLE

CONDITION ASSESSMENT REPORTCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT

PROJECT NAME: YOTV1112C PROJECT MGR: Eric LiuPROJECT DATE: 03/11/2015 CONTACT NO: (626) 300-3369SUP. DISTRICT(s): 4 MAP PAGE(S): 1491,1492,1545,1546,1599,

1653,1654Report Bv: Eric Liu Report Date: 11/14/16

INTRODUCTION

As part of the Sewer Condition Assessment Program, the County of Los AngelesDepartment of Public Works Consolidated Sewer Maintenance District (District} hascompleted the condition assessment of 231,695 feet or 31.9 percent of the City ofRancho Palos Verdes' (City) entire sewer system.

The enclosed Condition Assessment Report outlines the structural and maintenanceratings of your system based on the Pipeline Assessment and Certification Program's(PACP Version 6.0.1) rating methodology. Included in the report are the following:

• Project Overview Map (Enclosure 1)

• Quick Maintenance Rating Map, High Water Levels List and Map, and SampleLateral Notice Letter (Enclosure 2)

• Quick Structural Rating Report Priority List, Quick Structural Rating Map, andLining and Point Repair Projects Map (Enclosure 3)

The District has now completed the condition assessment of all 725,288 feet of theCity's sewer system. Previous Condition Assessment Reports dated February 9 andAugust 5, 2009, January 5, 2012, and June 5, 2013, have been provided to your City.A copy of the reports can also be found in the District's website athttp://d pw.lacou ntv.gov/smd/ccty/city/.

The Sewer Condition Assessment Program utilizes the PACP Quick Ratingmethodology to rank the structural and maintenance condition of your system based onindustry standards.

PROJECT AREA AND DESCRIPTION

Project No. YOTV1112C included sewer lines located in the unincorporated County ofLos Angeles and the Cities of Lomita, Paramount, Rolling Hills Estates, Rolling Hills,and Santa Clarita. Enclosed for your reference is an overview map of the project areawithin your City (Enclosure 1).

DEFECT GRADE DESCRIPTION

The Quick Rating indicates the number of occurrences for the highest severity grade foreach pipe segment for either maintenance or structural defects. A grade of 1 indicatesthat a pipe segment is in excellent condition with minor defects while a grade of5 indicates that a pipe segment may require immediate attention. A legend of the fivepossible defect grades is as follows:

Grade Defect Grade Description

'~ ; MINOR

2; MINOR TO MODERATE

~: MUDEF~ATE

Q.; SIGNIFICANT

5; MOST SIGNIFICANT

MAINTENANCE REPORT

Our inspection revealed that approximately 51.4 percent of the system televised wasfree of blockages or restrictions that would impede sewer flows. However, theremaining 48.6 percent of the pipe segments within the City had a PACP maintenancegrade of 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below.These segments have been incorporated into our periodic cleaning program.

A color-coded map showing the quick maintenance rating for each pipe segment isprovided in Enclosure 2.

QUICK MAINTENANCE RATING TABLE

PIPE PERCENTDEFECT

LENGTH TOTAL NO.

GRADE ~FT~ INSPECTED SEGMENTSPIPE LENGTH

1: Minor 88,159 38.0 4442: Minor to Moderate 30,987 13.4 1473: Moderate 47,960 20.7 2154: Significant 60,404 26.1 2555: Most Significant 4,185 1.8 19

TOTAL 231,695 100.0 1,080

Lateral Notices

Also included in the maintenance inspection reports are private lateral deficienciesdiscovered during the assessment of the mainline. The District does not maintainlateral lines. It is the responsibility of the property owner to maintain their respectivelateral lines to facilitate the flow of wastewater from their property to the mainline.Letters will be sent to property owners in your City notifying them of the maintenanceissues detected in their laterals. A sample lateral notice letter is provided in Enclosure 2for your reference.

High Water Levels

Our inspection revealed that approximately 0.65 percent of the segments inspectedexhibited visual signs associated with high water levels. The capacity of the sewer pipecan be determined by analyzing several PACP codes, including Water Level,Water Mark, and miscellaneous remarks, which indicate the camera was underwater orthere were sags in the line. A sewer pipe is considered at capacity when 50 percent ofthe diameter of the sewer pipe is full of water. However, there are conditions in whichthe Water Level or Water Mark reaches 50 percent or greater due to heavy flows inadjoining pipes, a temporary stoppage caused by debris in the sewer line, or a sag inthe line. Therefore, additional review of these pipe segments will be conducted todetermine if any capacity issues exist.

All sewer pipes where the Water Level, Water Mark, and miscellaneous remarks ofcamera underwater or sags in the line are at or above 50 percent capacity have beenlisted and analyzed on the High Water Level Table in Enclosure 2. The nature of thesehigh water level conditions is also summarized on this table.

A map showing the sewer lines with high water levels is provided in Enclosure 2.

Infiltration

Our inspection revealed that infiltration was not detected in any pipe segments in yourCity's system.

STRUCTURAL REPORT

Our inspection revealed that approximately 79.1 percent of the inspected pipe segmentswithin the City were free of severe structural defects. However, the remaining20.9 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 asindicated in the Quick Structural Rating Table shown on page 4. These segments havebeen placed on a priority list based on the severity and the need for action. For items1 through 221 in the Quick Structural Rating Report Priority List (Enclosure 3), whichrequire a corrective action, the proposed repair or replacement will be scheduled in thenext 24 months as part of the ongoing Accumulative Capital Outlay Project.

A color-coded map showing the Quick Structural Rating for each pipe segment islocated in Enclosure 3. A map showing the sewer lines, which need lining and pointrepairs, is also provided in Enclosure 3.

QUICK STRUCTURAL RATING TABLE

PIPE PERCENTDEFECT

LENGTHTOTAL NO.

GRADEtFT~

INSPECTED SEGMENTSPIPE LENGTH

1: Minor 113,776 49.1 5562: Minor to Moderate 21,479 9.3 963: Moderate 47,931 20.7 2074: Significant 36,217 15.6 1635: Most Significant 12,292 5.3 58

TOTAL 231,695 100.0 1,080

ENCLOSURE 1:

Project Overview Map

Legend

SMD Sewers

SMD Manholes

Manhole Type

!( Standard

#* DROP

" ± Shallow

XW Trap

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3Q SMD Treatment Plants

Trunk Sewerlines

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Non SMD Sanitary Sewers

!( Non SMD Maintained MH

SMD Operations Maps

CCTV PROJECT AREA

September 2016

This map is intended only for internal operations of theLos 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 inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.

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OVERVIEW MAP

CCTV PROJECT

Y0TV1112C

O0 1,100 2,200 3,300 4,400

Feet

ENCLOSURE 1

ENCLOSURE 2:

Quick Maintenance Rating Map High Water Levels List and Map Sample Lateral Notice Letter

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CCTV PROJECT AREA

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Quick

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CCTV PROJECT

Y0TV1112C

O0 375 750 1,125 1,500

Feet

ENCLOSURE 2

Legend

SMD Sewers

QMR

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SMD Operations Maps

CCTV PROJECT AREA

September 2016


CITY OF RANCHO

PALOS VERDES

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S-1545 S-1599

S-1544 S-1598

Quick

Maintenance

Rating

(QMR)

CCTV PROJECT

Y0TV1112C

O0 275 550 825 1,100

Feet

ENCLOSURE 2

Legend

SMD Sewers

QMR

1: MINOR


3: MODERATE

4: SIGNIFICANT

5: MOST SIGNIFICANT

SMD Manholes

Manhole Type

!( Standard

#* DROP

" ± Shallow

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!? Siphon



Trunk Sewerlines

!( Trunk MH



SMD Operations Maps

CCTV PROJECT AREA

September 2016


CITY OF RANCHO

PALOS VERDES

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S-1653

S-1654 S-1709

S-1599

S-1600

Quick

Maintenance

Rating

(QMR)

CCTV PROJECT

Y0TV1112C

O0 470 940 1,410 1,880

Feet

ENCLOSURE 2

ITEM

NO.QMR START MH END MH STREET OBSERVATION: LOCATION CAPACITY CORRECTIVE ACTION

1 4400 1654-0049 1654-0050 EASEMENT Sag; camera underwater: 50' - 88' Hydrojet (08/31/15)

2 4211 1654-0032 1654-0033 EL TESORO PL Water mark (50%) X No maintenance action needed.

3 4131 1545-0378 1545-0377 MISTRIDGE DR Camera underwater: 0'- 22' Hydrojet (07/17/15)

4 4131 1545-0022 1545-0023 EASEMENT Water mark (50%) X No maintenance action needed.

5 4131 1545-0244 1545-0245 MIDDLECREST RD Water mark (50%) X No maintenance action needed.

6 4100 1653-0256 1653-0255 PENINSULA VERDE DR Water mark (50%) X No maintenance action needed.

7 3114 1545-0465 1545-0466 CRESTRIDGE RD Sag: 68' - 85' Hydrojet (07/17/15)

ENCLOSURE 2

HIGH WATER LEVELS

CITY OF RANCHO PALOS VERDES (Y0TV1112C)

Legend

High Water Level

SMD Manholes

Manhole Type

!( Standard

#* DROP

" ± Shallow

XW Trap

!? Siphon



Trunk Sewerlines

!( Trunk MH



SMD Operations Maps

CCTV PROJECT AREA

September 2016


CITY OF RANCHO

PALOS VERDES

ÍP

ÍP

!(

23

22

245

465

378

466

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CCTV PROJECT

Y0TV1112C

O0 340 680 1,020 1,360

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ENCLOSURE 2

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CCTV PROJECT

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O0 390 780 1,170 1,560

Feet

ENCLOSURE 2

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) 458-5100

dpw.lacounty.gov

{Date}

MARK PRESTRELLA, Director

ADDRESS ALL CORRESPONDENCE TO:P.O. BOX 1460

ALHAMBRA, CALIFORNIA 91802-1460

IN REPLY PLEASE

REFER TO FILE: SM-1

Mr./Ms. {Name}

Dear Mr./Ms. {Name}:

SEWER LATERAL ROOT INTRUSION{Address},{Address}

The County of Los Angeles Consolidated Sewer Maintenance District (District) isresponsible for the maintenance of the sanitary sewer system in your area. We recentlytelevised the sewer mainline and discovered roots in your sewer lateral connection.The intrusion of the roots from your lateral may block the flow of sewage in the mainlinesewer causing an overflow to your property and/or those immediately upstream ofyour property. You are hereby requested to perform maintenance on the privatesewer lateral serving the property located at {Address}.

In accordance with County Code 20.24.080 Maintenance of Sewer Laterals."All house laterals, industrial connection sewers, septic tank outlet connectionsto STEP system, and appurtenances thereto existing as of January 23, 1953, orthereafter constructed, shall be maintained by the owner of the property served ina safe and sanitary condition, and all devices or safeguards which are required bythis Division 2 for the operation thereof shall be maintained in good workingorder."

As the property owner, you are responsible for the entire length of the sewer lateral,which includes the portion that extends beyond the property line into the publicright of way. We request that you contact a licensed plumber to service your sewerlateral within 90 days to remove roots and any other obstructions that may cause asewage backup.Sam

ple

Mr./Ms. {Name}{Date}Page 2

Your licensed plumber is required to protect the District's sewer mainlines fromdislodged roots and other debris by utilizing catcher baskets at the manholedownstream from your lateral connection. Prior to your plumber cleaning your lateral,please notify the District's sewer maintenance yard in your area at (XXX) XXX-XXXX toarrange for authorization to access the downstream manhole.

We have enclosed photos of your lateral connection showing the root blockage.In addition, we have included literature on ways to minimize sewer overflows anddamage to your home. Please consider establishing a routine cleaning schedule foryour sewer lateral to minimize potential plumbing problems caused by root intrusion thatare likely to reoccur.

If your sewer lateral has been cleaned after the date on the enclosed photos,no further action is necessary. After your lateral has been serviced, please notifyMs. Kari Eskridge, Sewer Maintenance Division, at (626) 300-3390 [email protected].

Thank you for helping keep the sewer lines clean and in good working order.

Very truly yours,

MARK PRESTRELLADirector of Public Works

WILLIAM J. WINTERAssistant Deputy DirectorSewer Maintenance Division

XXXX

Enc. Sample

{Address}{Address}

Roots at Lateral Connection

Sample

Minimizing Sewer Overflows and Damage to Your Home

The sewer system within the County of Los Angeles Consolidated Sewer MaintenanceDistrict (District) is comprised of a series of underground pipes. Many are publiclyowned; however, the sewer laterals are entirely owned by the private property ownerthey serve. The laterals extend from the building to the mainline within the street(or within an easement at the rear of your home). The laterals are typically four inchesin diameter while the District's mainline is typically at least eight inches in diameter.The private property owner is responsible for the entire length of the lateral, whichincludes the portion that may be located within the public right of way (under the asphaltand street landscaping).

Sewer backups can cause tremendous damage to the interior of a home. In order tominimize these, the District provides continual maintenance services for the publicsewer mainlines.

Unfortunately, sewer laterals are often not maintained by private property owners until adisaster strikes. "Out of sight, out of mind" is a typical approach to sewer lateralmaintenance and operation by many. It is our hope that we can provide you variousmeans of addressing these issues and thus, minimize your risk of an overflow enteringyour home.

The three methods we suggest are:

1. Maintain your lateral through proper cleaning, repair, and replacement.2. Do not place improper items into the sewer or make improper connections to the

sewer.a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the

sewer lines and may cause sewer spills.b. Do not pour fats, oils, and grease in your drains as these products harden

and stick to the inside of the sewer pipes, which build up and mayeventually cause a blockage in the sewer pipe.

3. Install a backflow preventer and cleanout in your sewer lateral.

SEWER LATERALS – AREAS OF RESPONSIBILITY

Homeowner is responsible for lateralmaintenance up to the sewer

mainline.

OR

Sewer Easement

Property Boundary

Sewer Lateral Sewer LateralHomeowner's Responsibility Homeowner's Responsibility

District's Responsibility District's Responsibility

Foot Path Foot PathStreet

Sewer Mainline Sewer Mainline

Sample

ENCLOSURE 3:

Quick Structural Rating ReportPriority List

Quick Structural Rating Map Lining and Point Repair Project

Map

No. QSR Start MH End MH Street Observation: Location Proposed Corrective ActionLength of

Repair (FT)

1 5741 1545-0467 1545-0470 EASEMENT MH 467 base; fracture multiple: 2'-10', 13'-21', 41'-46'; fracture: 56', 67' Point Repair: 19', 42'; Lining: MH to MH 74

2 544B 1654-0446 1654-0428 CRESTWOOD ST Fracture: 2', 27', 51', 64', 150', 195'; fracture multiple: 36', 67', 104'-107', 141'-145', 209'; broken with fracture: 75' Point Repair: 75', 104' - 107; Lining: MH to MH 335

3 544A 1545-0243 1545-0245 EASEMENT Fracture: 20', 82', 112', 212'; fracture multiple: 85' - 95', 116'-123'; broken: 126'-133' Point Repair: 126'; Lining: MH to MH 260

4 5445 1654-0127 1654-0126 ENROSE AV Fracture multiple: 150'-160', 208'-222' Lining: MH to MH 299

5 5443 1654-0124 1654-0468 GENERAL ST Fracture: 16', 98', 128', 159', 177'; fracture multiple: 161'-164', 180'-183'; broken with fracture: 229', 314' Point Repair: 161' - 164', 180' - 183', 229' 340

6 534N 1654-0434 1654-0433 MACARTHUR ST MH 434 base; fracture: 3', 21', 27', 58', 151', 237'; fracture multiple: 305'-308'; broken with fracture: 77'-82' Point Repair: 77' - 82'; Lining: MH to MH 348

7 534I 1654-0108 1654-0436 MACARTHUR ST Fracture multiple: 63', 232', 237'; broken with fracture: 124'-131', 170'-181', 287'; MH 436 base Lining: MH to MH 348

8 524L 1654-0436 1654-0435 MACARTHUR ST Fracture multiple: 4', 48'-53', 91', 136', 169', 225'-233', 244', 248', 251', 263', 269', 303'. 322'-328' Lining: MH to MH 347

9 5344 1545-0473 1545-0474 EASEMENT Fracture multiple: 8', 31'-35', 81', 160', 170'-MSA; 70' (Reverse) Point Repair: 170'; Lining: MH to MH 260

10 5344 1599-0086 1599-0085 EASEMENT Fracture multiple: 37'-44', 48', 98', 102' Lining: MH to MH

11 5342 1654-0505 1654-0504 HOMEWORTH DR Fracture: 77', 197', 289'; Hole: 325' Structural integrity intact. No action needed.

12 524G 1654-0433 1654-0432 MACARTHUR ST Fracture multiple: 25' - 30', 72' - 76', 54' - 58' Point Repair: 25' - 30'; Lining: MH to MH 295

13 5243 1654-0445 1654-0446 UPLAND ST Fracture: 4', 134'; fracture multiple: 39' - 49', 73', 81', 93', 99', 138' - 142' Part of SMDACO0140: Sewer Rehab Project No. 11

14 5242 1653-0142 1653-0138 AVENIDA ESTUDIANTE Fracture multiple: 4' - 17', 23' - 38' Lining: MH to MH 20

15 5242 1599-0085 1599-0084 EASEMENT Fracture: 13'; broken and collapsed: 69' Point Repair: 69'

16 5241 1654-0480 1654-0481 EASEMENT Fracture: 7', 167', 185', 206'; Fracture multiple: 169', 175', 188' Lining: MH to MH 210

17 5233 1654-0013 1654-0012 EASEMENT Fracture: 243', 278'; Fracture multiple: 263' - 273' Lining: MH to MH 295

18 5232 1653-0123 1653-0366 GALERITA DR Fracture: 138', 197'; Broken with fracture multiple: 270' - 273'; Broken: 313' Point Repair: 270' - 273'

19 5223 1545-0367 1545-0457 EASEMENT Fracture multiple: 120', 335' Lining: MH to MH 341

20 514D 1654-0431 1654-0430 HIGHMORE AV. Fracture multiple: 23', 41' - 50', 73', 76', 85' - 88', 107', 167', 174', 186', 189', 192'; Fracture: 158' Lining: MH to MH 196

21 5149 1654-0119 1654-0111 ENROSE AVFracture multiple: 3', 58', 76', 100', 122', 125', 128', 131', 134', 137', 140', 143', 148', 151', 154', 157' - 163', 166', 169', 172', 179',

182', 188', 191', 194', 197', 200', 203', 209'; Fracture: 53', 65', 85', 88', 94', 110', 119'Lining: MH to MH 231

22 5149 1654-0125 1654-0478 SUMMERLAND ST Fracture multiple: 39' - 41', 83' - 95', 118' - 120', 238' - 240', 271'; fracture: 125', 198', 210', 306' Lining: MH to MH 348

23 5146 1545-0250 1545-0249 EASEMENT Fracture multiple: 3' - 9', 14'; Fracture: 12', 19', 22', 32', 35' Lining: MH to MH 43

24 5145 1654-0475 1654-0465 EASEMENT Fracture: 24', 57', 60', 72', 180', 183', 268', 270' Lining: MH to MH 281

25 5144 1654-0467 1654-0466 GENERAL ST Fracture multiple: 2', 215' - 218', 336' Swartz Sleeve: 336'

26 5143 1653-0124 1653-0125 GALERITA DR Fracture: 5', 40', 80', 126' Structural integrity intact. No action needed.

27 5143 1654-0478 1654-0477 SUMMERLAND ST Fracture multiple: 1' -3', 46', 111', 183', 240', 279', 346'; Fracture: 234', 330' Lining: MH to MH 350

28 5142 1492-0063 1492-0062 RUE LANGLOIS Hole at base of MH: 1492-0063, 1492-0062; Fracture multiple: 3', 242' CSMD will repair MH base.

29 5142 1654-0465 1654-0464 GENERAL ST Fracture multiple: 2', 13', 19', 29', 44', 50', 68' Lining: MH to MH 72

30 5142 1599-0087 1599-0086 EASEMENT Fracture: 143', 146', 160', 187', 194', 204', 251', 254' Structural integrity intact. No action needed.

31 5141 1546-0150 1546-0151 VIA LA CRESTA Broken with void: 124' Swartz Sleeve: 124'

32 5141 1545-0485 1545-0484 CRESTRIDGE RD Fracture: 93'; Broken with void: 148'; Hole at base of MH: 1545-0484 CSMD will repair MH base.

33 5141 1491-0556 1491-0557 EASEMENT Fracture multiple: 73'; Fracture: 169' Structural integrity intact. No action needed.

34 5141 1545-0466 1545-0467 EASEMENT Broken with fracture multiple: 36'; Fracture: 42' - 45'; Hole at base of MH: 1545-0467 CSMD will repair MH base. Lining: MH to MH 50

35 5141 1654-0120 1654-0121 ENROSE AV Fracture multiple: 2'; Fracture: 54' Lining: MH to MH 167

36 5141 1654-0468 1654-0467 GENERAL ST Broken: 1', 249'; Fracture: 76', 106', 280'; Fracture multiple: 338' Lining: MH to MH 342'

37 5141 1492-0086 1492-0085 EASEMENT Fracture: 88'; Broken with fracture multiple: 206' Structural integrity intact. No action needed.

ENCLOSURE 3

QUICK STRUCTURAL RATING REPORT PRIORITY LIST


Page 1 of 6


Repair (FT)

ENCLOSURE 3



38 5141 1545-0378 1545-0377 MISTRIDGE DR Large offset with broken due to Storm Drain: 22' (Storm Drain PD486 Line B) No action needed.

39 5141 1492-0088 1546-0122 EASEMENT Fracture: 94'; Fracture multiple: 131' Structural integrity intact. No action needed.

40 5141 1599-0088 1599-0087 EASEMENT Fracture: 5'; Broken with fracture: 146' Structural integrity intact. No action needed.

41 5141 1653-0174 1653-0175 WESTERN AV Fracture multiple: 54' - 56' Structural integrity intact. No action needed.

42 5132 1653-0252 1653-0251 EASEMENT Fracture multiple: 214', 263'; Fracture: 220' Swartz Sleeve: 214'

43 5132 1653-0102 1653-0103 SANTA RENA DR Fracture: 15', 24' No action needed.

44 5131 1491-0482 1491-0481 VIA VICTORIA Fracture: 153'; Fracture multiple: 218' Structural integrity intact. No action needed.

45 5131 1654-0074 1654-0073 ENROSE AV Fracture: 30'; Fracture multiple: 119' Structural integrity intact. No action needed.

46 5131 1654-0059 1654-0058 EASEMENT Large offset with void visible: 2'; Fracture multiple: 3' (Reverse) Point Repair: 2'

47 5127 1492-0142 1492-PUMP EASEMENT Hole with fracture multiple: 22' - 24' Structural integrity intact. No action needed.

48 5122 1491-0531 1491-0532 CAMINO PORVENIR Hole with void visible and fracture: 23' Structural integrity intact. No action needed.

49 5121 1599-0089 1599-0088 EASEMENT Broken: 2' Structural integrity intact. No action needed.

50 5100 1545-0011 1545-0010 AVENIDA CLASSICA Fracture multiple: 104' Structural integrity intact. No action needed.

51 5100 1545-0037 1545-0036 CREST ROAD Fracture multiple: 316' Structural integrity intact. No action needed.

52 5100 1492-0104 1492-0103 EASEMENT Hole with void visible and fracture: 138' Point Repair: 138'

53 5100 1545-0806 1545-0805 HILLTOP CIR Hole: 29' Point Repair

54 5100 1491-0546 1491-0545 EASEMENT Fracture from tap break-in: 87' Point Repair

55 5100 1653-0067 1654-0511 GUNTER RD Fracture: 55', 123'; Hole: 19' (Reverse) Structural integrity intact. No action needed.

56 5100 1653-0094 1653-0095 ROCKINGHORSE RD Fracture: 300' Structural integrity intact. No action needed.

57 5100 1491-0611 1491-0610 EASEMENT Fracture: 299' Structural integrity intact. No action needed.

58 5100 1491-0605 1491-0610 EASEMENT Hole from grounded rod: 52' CSMD will remove grounded rod.

59 4L11 1654-0435 1654-0434 MACARTHUR ST Fracture multiple: 25', 64', 91', 104', 240', 332'; Hole at base of MH: 1654-0434 CSMD will repair MH base.

60 4C3A 1654-0462 1654-0461 GENERAL ST Fracture multiple: 4'; Fracture: 11', 23', 42', 57', 69', 73', 81', 161', 163' Structural integrity intact. No action needed.

61 4C33 1545-0471 1545-0252 MIDDLECREST RD Fracture: 56', 87', 110', 187', 197', 214' Structural integrity intact. No action needed.

62 4A33 1654-0432 1654-0430 MACARTHUR ST Fracture multiple: 18', 51'; Fracture: 29', 64', 104' Lining: MH to MH 204

63 4A32 1654-0430 1654-0429 MACARTHUR ST Fracture: 40', 86', 92', 116', 119', 122', 134', 140', 149'; Fracture multiple: 83' Lining: MH to MH 186

64 4734 1653-0168 1653-0167 AVENIDA APRENDA Fracture: 149', 226', 230', 296', 341'; Fracture multiple: 179' - 182', 206' - 209' Lining: MH to MH 350

65 4733 1653-0205 1653-0207 ELDENA DR Fracture: 33', 86', 105'; Fracture multiple: 49' - 52', 59' - 65', 91' - 98' Lining: MH to MH 126

66 4731 1653-0107 1653-0114 PONTEVEDRA DR Fracture: 138', 146', 162', 204', 224'; Fracture multiple: 149' - 158', 183' - 194' Lining: MH to MH 233

67 4638 1654-0447 1654-0446 CRESTWOOD ST Fracture: 87', 108', 146', 183', 195', 207'; Fracture multiple: 143', 153', 159' Lining: MH to MH 214

68 453G 1654-0466 1654-0465 GENERAL ST Fracture multiple: 15'-17', 45', 66', 97', 100', 115', 121', 143', 148', 179'-183', 201', 210', 215'-220', 224', 280'-285', 294' Part of SMDACO0140: Sewer Rehab Project No. 11

69 453A 1654-0126 1654-0125 SUMMERLAND ST Fracture multiple: 7', 116', 128', 161', 185', 237', 255', 279', 283', 336'; Fracture: 13', 28', 55', 71', 74', 83', 149', 196' Lining: MH to MH 340

70 4531 1545-0492 1545-0493 EASEMENT Fracture multiple: 51' - 60', 95' - 105'; Fracture: 75', 126' Lining: MH to MH 310

71 443C 1545-0235 1545-0236 CRESTRIDGE RD Fracture: 20', 47' Structural integrity intact. No action needed.

72 443A 1492-0022 1492-0017 VIA RIVERA Fracture: 47', 148'; Fracture multiple: 55', 63', 67', 103', 114' - 115' Lining: MH to MH 159

73 442A 1545-0491 1545-0492 EASEMENT Fracture multiple: 98' - 107', 123' - 133' Lining: MH to MH 136

74 4439 1545-0241 1545-0243 EASEMENT Fracture: 2', 26', 29', 79', 83', 100', 107', 121', 128', 131', 138', 151', 155', 172', 4' (Reverse) Structural integrity intact. No action needed.

75 4435 1654-0456 1654-0446 GENERAL ST Fracture: 2', 16', 19', 24', 65' - 69', 148', 241'; Fracture multiple: 145', 175' Lining: MH to MH 244

Page 2 of 6


Repair (FT)

ENCLOSURE 3



76 4434 1653-0111 1653-0112 VELEZ DR Fracture: 6', 58', 72', 128', 214', 238', 323' Structural integrity intact. No action needed.

77 4431 1654-0499 1654-0498 JAYBROOK DR Fracture multiple: 39'; Fracture: 68', 182', 221', 336' Structural integrity intact. No action needed.

78 433D 1492-0058 1492-0059 RUE VALOIS Fracture: 76', 120', 147', 197', 227', 247', 251'; Hole at base MH: 1492-0059 CSMD will repair MH base.

79 433B 1545-0240 1545-0241 EASEMENT Fracture: 4', 11', 79', 109', 116', 157', 166' Structural integrity intact. No action needed.

80 433B 1654-0477 1654-0476 SUMMERLAND ST Fracture: 8', 140', 165', 253', 275'; Fracture multiple: 257', 278' - 283', 287' - 293' Lining: MH to MH 352

81 433A 1545-0470 1545-0471 EASEMENT Fracture: 4', 58', 64', 74', 88', 95', 216'; Fracture multiple: 225' Structural integrity intact. No action needed.

82 433A 1654-0490 1654-0489 TRUDIE DR Fracture: 132', 160', 178', 214', 265' Structural integrity intact. No action needed.

83 4338 1654-0494 1654-0493 JAYBROOK DR Fracture: 121', 160', 193', 252', 285' Structural integrity intact. No action needed.

84 4338 1654-0439 1654-0440 UPLAND ST Fracture: 21', 154', 170', 250', 336'; Fracture multiple: 161' Structural integrity intact. No action needed.

85 4336 1492-0079 1492-0078 RUE LANGLOIS Fracture: 4', 9', 147', 156', 159', 186', 210' Structural integrity intact. No action needed.

86 4335 1545-0248 1545-0249 EASEMENT Fracture multiple: 4' - 10'; Fracture: 14', 17' Structural integrity intact. No action needed.

87 4334 1545-0478 1545-0475 CRESTRIDGE RD Fracture: 4', 21', 25', 120' Structural integrity intact. No action needed.

88 4334 1654-0450 1654-0449 CRESTWOOD ST Fracture: 117', 131', 207', 215', 258'; Fracture multiple: 189' - 199', 243' Lining: MH to MH 264

89 4333 1653-0122 1653-0123 GALERITA DR Fracture: 60'; Broken with fracture: 252'; Fracture at wye: 284' Structural integrity intact. No action needed.

90 4332 1545-0462 1545-0463 EASEMENT Fracture: 37', 159', 162', 192' Structural integrity intact. No action needed.

91 4332 1599-0084 1599-0148 EASEMENT Fracture multiple: 6', 31' - 38'; Broken at wye: 50'; Fracture: 59' Lining: MH to MH 61

92 4331 1545-0463 1545-0464 CRESTRIDGE RD Fracture: 12', 15', 129'; Fracture multiple: 103', 67' (Reverse) Structural integrity intact. No action needed.

93 4331 1654-0121 1654-0118 FAIRHILL DR Broken with multiple fractures: 3'; Fracture: 59', 71', 159'; Fracture multiple: 125', 140' Structural integrity intact. No action needed.

94 4321 1653-0195 1653-0181 REDONDELA DR Fracture: 54', 77', 82'; Fracture multiple: 59', 64' Structural integrity intact. No action needed.

95 423D 1654-0449 1654-0448 CRESTWOOD STFracture multiple: 7', 13' - 18', 34', 43', 53', 56', 143', 198', 259'; Fracture: 58', 89', 121', 235', 253', 268', 283', 293', 318', 320',

327', 332', 340', 345'Lining: MH to MH 352

96 423B 1653-0137 1653-0136 PONTEVEDRA DR Fracture: 76', 84', 102'; Fracture at wye: 83' Structural integrity intact. No action needed.

97 423A 1653-0103 1653-0104 SANTA RENA DR Fracture: 8', 18', 92', 95', 101', 148', 185' Structural integrity intact. No action needed.

98 423A 1654-0492 1654-0484 HIGHMORE AV Fracture: 69', 123', 126', 147', 237' Structural integrity intact. No action needed.

99 4238 1653-0104 1653-0105 SANTA RENA DR Fracture multiple: 5'; Fracture: 38', 81', 88', 98', 136', 196' Structural integrity intact. No action needed.

100 4236 1545-0465 1545-0466 CRESTRIDGE RD Fracture multiple: 50'; Fracture: 143', 149' Structural integrity intact. No action needed.

101 4235 1653-0182 1653-0181 TARRASA DR Fracture: 80', 285', 289', 292', 296' Structural integrity intact. No action needed.

102 4234 1653-0199 1653-0198 REDONDELA DR Fracture: 14', 96', 121', 237' Structural integrity intact. No action needed.

103 4234 1545-0058 1545-0057 HAWTHORNE BV Fracture: 249', 259', 264'; Fracture multiple: 254' Structural integrity intact. No action needed.

104 4233 1654-0495 1654-0494 JAYBROOK DR Fracture: 114', 140', 203' Structural integrity intact. No action needed.

105 4233 1545-0472 1545-0473 EASEMENT Fracture multiple: 26', 161'; Fracture: 84', 165' Structural integrity intact. No action needed.

106 4232 1654-0451 1654-0450 CRESTWOOD ST Fracture multiple: 4', 59'; Broken at wye: 60'; Fracture: 80', 107' Structural integrity intact. No action needed.

107 4232 1654-0464 1654-0463 GENERAL ST Fracture multiple: 4', 142', 153', 200', 206' - 209'; Fracture: 19', 58', 95', 100', 121', 124', 127', 136', 149', 167', 190' Lining: MH to MH 212

108 4231 1545-0480 1545-0479 CRESTRIDGE RD Fracture: 67', 111', 152', 156' Structural integrity intact. No action needed.

109 4231 1545-0476A 1545-0477 MEADOWDALE LN Fracture: 46', 121', 125', 145' Structural integrity intact. No action needed.

110 4231 1654-0437 1654-0438 UPLAND ST Fracture: 142', 211'; Fracture multiple: 232' Structural integrity intact. No action needed.

111 4231 1654-0116 1654-0452 CRESTWOOD ST Fracture: 8'; Fracture multiple: 321' Structural integrity intact. No action needed.

112 4231 1599-0082 1545-0248 EASEMENT Fracture multiple: 3'; Fracture: 16', 37' Structural integrity intact. No action needed.

Page 3 of 6


Repair (FT)

ENCLOSURE 3



113 4231 1599-0148 1599-0083 EASEMENT Fracture: 3'; Fracture multiple: 88' - 93' Lining: MH to MH

114 4226 1654-0049 1654-0050 EASEMENT There is nothing wrong. Structural integrity intact. No action needed.

115 4200 1545-0013 1545-0014 EASEMENT Fracture multiple: 2', 186' Structural integrity intact. No action needed.

116 4200 1653-0146 1653-0147 MONTEREINA DR Fracture multiple: 146', 150' Lining: MH to MH 161

117 4200 1654-0109 1654-0108 MACARTHUR ST Fracture: 2', 86' Structural integrity intact. No action needed.

118 4200 1654-0473 1654-0472 FAIRHILL DR Fracture: 77', 113' Structural integrity intact. No action needed.

119 4200 1545-0378 1545-0377 MISTRIDGE DR Broken with large offset: 23' Structural integrity intact. No action needed.

120 413J 1491-0568 1491-0567 BERRY HILL DR Fracture: 40', 122', 140'; Fracture multiple: 209' Structural integrity intact. No action needed.

121 413G 1545-0237 1545-0238 CRESTRIDGE RD Fracture multiple: 3', 157'; Fracture: 6', 9', 160', 188' Structural integrity intact. No action needed.

122 413D 1491-0571 1491-0570 BERRY HILL DR Broken: 58'; Fracture: 133' Structural integrity intact. No action needed.

123 413B 1653-0177 1653-0178 AVENIDA APRENDA Fracture: 86', 106', 137', 213', 255', 331' Structural integrity intact. No action needed.

124 413A 1492-0024 1492-0023 VIA RIVERA Fracture: 76'; Hole at MH 1492-0023 base CSMD will repair MH base.

125 413A 1492-0057 1492-0058 RUE VALOIS Fracture: 159', 200', 287' Structural integrity intact. No action needed.

126 413A 1545-0475 1545-0474 CRESTRIDGE RD Fracture: 14', 82', 93', 137', 154', 178', 195', 205' Structural integrity intact. No action needed.

127 413A 1654-0474 1654-0475 SUMMERLAND ST Fracture multiple: 23', 26' 40' - 45', 92'; Fracture: 36', 38', 59', 63' Part of SMDACO0140: Sewer Rehab Project No. 11

128 4138 1653-0162 1653-0161 PONTEVEDRA DR Fracture: 129', 158', 168', 214', 221' Structural integrity intact. No action needed.

129 4138 1654-0459 1654-0460 BERNICE DR Fracture: 17'; Fracture multiple: 186' Structural integrity intact. No action needed.

130 4138 1654-0496 1654-0495 JAYBROOK DR Fracture: 96', 103', 140', 151', 191' Structural integrity intact. No action needed.

131 4136 1654-0083 1654-0082 CADDINGTON DR Fracture: 205', 251', 295'; Hole at MH 1654-0082 base CSMD will repair MH base.

132 4136 1492-0069 1492-0065 RUE DE LA PIERRE Fracture: 147', 153', 286' Structural integrity intact. No action needed.

133 4135 1653-0211 1653-0210 GAUCHO DR Fracture: 8', 15', 52', 68', 139', 142' Structural integrity intact. No action needed.

134 4135 1654-0081 1654-0524 CADDINGTON DR Fracture: 248', 288'; Hole at MH 1654-0524 base CSMD will repair MH base.

135 4135 1545-0249 1545-0247 EASEMENT Fracture: 31', 80', 100' Structural integrity intact. No action needed.

136 4134 1491-0572 1491-0571 BERRY HILL DR Fracture multiple: 65'; Fracture: 166', 169' Structural integrity intact. No action needed.

137 4134 1546-0123 1546-0124 EASEMENT Fracture: 251', 271', 282', 324', 338' Structural integrity intact. No action needed.

138 4134 1653-0109 1653-0110 VELEZ DR Fracture: 0', 6', 26', 69', 89' Structural integrity intact. No action needed.

139 4134 1654-0448 1654-0447 CRESTWOOD ST Fracture: 2', 101', 226'; Fracture multiple: 108' Structural integrity intact. No action needed.

140 4133 1492-0026 1492-0025 VIA RIVERA Fracture: 48', 212', 218' Structural integrity intact. No action needed.

141 4133 1491-0472 1491-0470 VIA LORADO Fracture: 97', 145' Structural integrity intact. No action needed.

142 4133 1491-0469 1491-0468 VIA LORADO Fracture: 95' Structural integrity intact. No action needed.

143 4133 1491-0523 1491-0522 EASEMENT Fracture multiple: 44', 80', 98', 106', 113'; Fracture: 51', 94', 111' Lining: MH to MH 118

144 4133 1653-0169 1653-0168 AVENIDA APRENDA Fracture: 4', 7', 242', 305' Structural integrity intact. No action needed.

145 4133 1653-0184 1653-0183 AVENIDA FELICIANO Fracture multiple: 10' -13'; 315' Lining: MH to MH 345

146 4133 1654-0502 1654-0501 JAYBROOK DR Fracture: 5', 47', 71' Structural integrity intact. No action needed.

147 4133 1654-0457 1654-0456 BERNICE DR. Fracture: 21', 77', 86'; Fracture multiple: 57', 230', 252' Lining: MH to MH 255

148 4133 1654-0522 1654-0520 CADDINGTON DR Fracture multiple: 41'; Fracture: 150', Structural integrity intact. No action needed.

149 4132 1492-0064 1492-0063 RUE LANGLOIS Fracture: 203'; Hole at MH 1492-0063 base CSMD will repair MH base.

150 4132 1545-0476 1545-0476A MEADOWDALE LN Fracture: 102' Structural integrity intact. No action needed.

Page 4 of 6


Repair (FT)

ENCLOSURE 3



151 4132 1545-0253 1545-0252 MIDDLECREST RD Fracture: 231', 277' Structural integrity intact. No action needed.

152 4132 1545-0811 1545-0810 EASEMENT Fracture: 3', 12', 129' Structural integrity intact. No action needed.

153 4132 1653-0209 1653-0210 ELDENA DR Fracture: 35', 70', 151' Structural integrity intact. No action needed.

154 4132 1653-0204 1653-0203 REDONDELA DR Fracture: 49', 66' Structural integrity intact. No action needed.

155 4132 1653-0200 1653-0199 REDONDELA DR Fracture: 34', 145' Structural integrity intact. No action needed.

156 4132 1653-0170 1653-0169 AVENIDA APRENDA Fracture: 43' Structural integrity intact. No action needed.

157 4132 1653-0153 1653-0154 ALAFLORA DR Fracture: 85', 96', 221' Structural integrity intact. No action needed.

158 4132 1654-0110 1654-0109 ENROSE DR Fracture: 1', 3'; Fracture multiple: 84' Lining: MH to MH 151

159 4132 1654-0440 1654-0441 NOBLE VIEW PL Fracture: 61', 94', 110', 119'; Hole at MH 1654-0441 base CSMD will repair MH base.

160 4132 1654-0486 1654-0485 TRUDIE DR Fracture: 37', 196', 308', 314' Structural integrity intact. No action needed.

161 4132 1654-0493 1654-0492 JAYBROOK DR Fracture: 5', 32' Structural integrity intact. No action needed.

162 4132 1654-0507 1654-0508 GUNTER RD Fracture multiple: 116' - 122', 149' Lining: MH to MH 231

163 4132 1654-0476 1654-0475 SUMMERLAND ST Fracture: 2', 233'; Fracture multiple: 127', 218' Lining: MH to MH 251

164 4131 1491-0517 1491-0518 VIA BORICA Fracture multiple: 281' Structural integrity intact. No action needed.

165 4131 1491-0492 1491-0489 VIA RIVERA Fracture: 136', 221' Structural integrity intact. No action needed.

166 4131 1545-0474 1545-0466 CRESTRIDGE RD Fracture multiple: 74'; Fracture: 186' Lining: MH to MH 200

167 4131 1492-0099 1492-0081 VIA DEL MAR Fracture multiple: 28'; Fracture: 34' Structural integrity intact. No action needed.

168 4131 1491-0468 1491-0467 VIA LORADO Fracture: 118', 174' Structural integrity intact. No action needed.

169 4131 1491-0576 1491-0578 VIA CAMBRON Fracture multiple: 1'; Fracture: 5' Structural integrity intact. No action needed.

170 4131 1546-0155 1492-0008 HAWTHORNE BV Fracture: 188'; 343' Structural integrity intact. No action needed.

171 4131 1545-0022 1545-0023 EASEMENT Fracture: 1'; Fracture multiple from tap break in: 2'; Fracture multiple: 13' Structural integrity intact. No action needed.

172 4131 1653-0207 1653-0204 REDONDELA DR Fracture: 201'; 288' Structural integrity intact. No action needed.

173 4131 1653-0121 1653-0122 GALERITA DR Fracture: 22', 121'; Fracture multiple: 92', 200' Structural integrity intact. No action needed.

174 4131 1653-0201 1653-0202 BANDRA PL Fracture: 15', 25' Structural integrity intact. No action needed.

175 4131 1653-0101 1653-0102 SANTA RENA DR Fracture: 9', 50' Structural integrity intact. No action needed.

176 4131 1654-0111 1654-0110 ENROSE AV Fracture multiple: 2'; Fracture: 73', 108' Lining: MH to MH 111

177 4131 1654-0453 1654-0440 NOBLE VIEW PL Fracture multiple: 101' Structural integrity intact. No action needed.

178 4131 1654-0452 1654-0451 CRESTWOOD ST Fracture: 323'; Fracture multiple: 343' Lining: MH to MH 347

179 4131 1654-0458 1654-0457 BERNICE DR Fracture: 6', 73'; Fracture multiple: 55', 191' Structural integrity intact. No action needed.

180 4131 1654-0065 1654-0043 VIA CANADA Fracture: 104', 121' Structural integrity intact. No action needed.

181 4131 1654-0011 1654-0010 SPARTA DR Fracture: 88', 128', 131' Structural integrity intact. No action needed.

182 4131 1654-0506 1654-0507 GUNTER RD Fracture multiple: 2'; Hole at MH 1654-0507 base CSMD will repair MH base.

183 4131 1654-0004 1654-0003 EASEMENT Fracture: 47', 63' Structural integrity intact. No action needed.

184 4131 1653-0263 1653-0277 PENINSULA VERDE DR Fracture: 133'; Fracture multiple: 153' Lining: MH to MH 174


186 4131 1654-0060 1654-0059 EASEMENT Fracture multiple: 1' - 3', 111'; Fracture: 105' Lining: MH to MH 127

187 412C 1654-0032 1654-0033 EL TESORO PL Fracture multiple: 2' Structural integrity intact. No action needed.

188 4126 1654-0510 1654-0509 GUNTER RD Fracture multiple: 137' Structural integrity intact. No action needed.

Page 5 of 6


Repair (FT)

ENCLOSURE 3



189 4122 1653-0092 1653-0093 MONTEREINA DR Fracture: 220' Structural integrity intact. No action needed.

190 4121 1492-0065 1492-0064 RUE LANGLOIS Fracture: 44', 173' Structural integrity intact. No action needed.

191 4121 1491-0577 1491-0576 VIA COLLADO Fracture: 12' Structural integrity intact. No action needed.

192 4121 1653-0110 1653-0111 VELEZ DR Fracture: 43', 47', 79' Structural integrity intact. No action needed.

193 4121 1654-0508 1654-0509 GUNTER RD Fracture: 78', 121' Structural integrity intact. No action needed.

194 4121 1654-0005 1654-0003 SPARTA DR Fracture: 117' Structural integrity intact. No action needed.

195 4121 1599-0083 1599-0082 EASEMENT Fracture: 1'; Fracture multiple: 155' Structural integrity intact. No action needed.

196 4121 1654-0424 1654-0425 WESTERN AV Fracture: 163' Structural integrity intact. No action needed.

197 4112 1492-0109 1492-0108 VIA LA CRESTA Fracture multiple: 190' Structural integrity intact. No action needed.

198 4111 1491-0532 1491-0533 CAMINO PORVENIR Fracture: 2' Structural integrity intact. No action needed.


200 4100 1492-0037 1492-0038 RUE DE LA PIERRE Fracture: 123' Structural integrity intact. No action needed.

201 4100 1491-0607 1491-0606 CREST RD Fracture multiple: 47' Structural integrity intact. No action needed.

202 4100 1492-0081 1492-0074 VIA RIVERA Fracture multiple: 112' Structural integrity intact. No action needed.

203 4100 1491-0498 1491-0497 VIA VICTORIA Fracture: 126' Structural integrity intact. No action needed.

204 4100 1546-0263 1546-0257 EASEMENT Hole: 128' Structural integrity intact. No action needed.


206 4100 1545-0025 1545-0024 EASEMENT Broken: 82' Structural integrity intact. No action needed.



209 4100 1653-0164 1653-0163 AVENIDA APRENDA Fracture: 115' Structural integrity intact. No action needed.

210 4100 1653-0129 1653-0130 DELASONDE DR Fracture: 6' Structural integrity intact. No action needed.

211 4100 1653-0366 1653-0124 GALERITA DR Fracture: 14' (at wyne), 62' Structural integrity intact. No action needed.

212 4100 1654-0109 1654-0108 MCARTHUR ST Fracture multiple: 29', 2' (Reverse) Structural integrity intact. No action needed.

213 4100 1654-0455 1654-0454 NOBLES VIEW DR Fracture: 228', 233' Structural integrity intact. No action needed.

214 4100 1653-0072 1653-0071 WESTERN AV Fracture multiple: 54' - 56' Structural integrity intact. No action needed.

215 4100 1654-0012 1654-0011 SPARTA DR Fracture: 23' Structural integrity intact. No action needed.

216 4100 1654-0515 1654-0514 DORADO DR Fracture multiple: 39' Structural integrity intact. No action needed.

217 4100 1654-0514 1654-0513 DORADO DR Fracture: 66' Structural integrity intact. No action needed.

218 4100 1545-0809 1545-0808 EASEMENT Fracture multiple: 119' Structural integrity intact. No action needed.

219 4100 1545-0241 1545-0243 EASEMENT Fracture:2', 26', 100', 107', 121', 128', 131', 138', 151', 155'; Fracture multiple: 83', 4' (Reverse) Structural integrity intact. No action needed.

220 4100 1545-0242 1545-0243 EASEMENT Fracture: 2', 7', 1' (Reverse) Structural integrity intact. No action needed.

221 4100 1491-0585 1491-0584 EASEMENT Fracture multiple: 14' Structural integrity intact. No action needed.

Page 6 of 6

Legend

SMD Sewers

QSR

1: MINOR


3: MODERATE

4: SIGNIFICANT

5: MOST SIGNIFICANT

SMD Manholes

Manhole Type

!( Standard

#* DROP

" ± Shallow

XW Trap

!? Siphon



Trunk Sewerlines

!( Trunk MH



SMD Operations Maps

CCTV PROJECT AREA

September 2016


CITY OF RANCHO

PALOS VERDES

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STATLER ST

*****

*****

*****

*****

W OFARRELL ST

*****

*****

*****

*****

****

*

*****

*****

*****

*****

****

******

*****

UPLAND ST

*****

*****

*****

ROCKINGHORSE RD

MT

SH

AS

TA

DR

* ***

*

* ***

*

AM

ELIA

AV

*****

****

*

*****

GAUCHO DR

BA

RR

YW

OO

DA

V

S-1653

S-1654

S-1599

S-1600 S-1709

Point Repair

& Lining

CCTV PROJECT

Y0TV1112C

O0 480 960 1,440 1,920

Feet

ENCLOSURE 3

Los Angeles County, California - Rancho Palos Verdes Palos... · 2017. 4. 27. · Los Angeles...

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Transcript of Los Angeles County, California - Rancho Palos Verdes Palos... · 2017. 4. 27. · Los Angeles...