November 12, 2009 TO: Nicholas Agbobu LA... · 2013. 8. 13. · November 12, 2009 TO: Nicholas...

November 12, 2009

TO: Nicholas AgbobuEngineering, Budget, and Office Operations

FROM: Robert SwartzField Operatio

CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT YOTV0708G

This memo is to inform you that as part of the Sewer Condition Assessment Program,the County of Los Angeles Department of Public Works Consolidated SewerMaintenance District (District) has completed the closed-circuit television (CCTV)inspection of 359,110 feet or approximately 17 percent of the sewer system withinUnincorporated County maintained by the District's South Yard.

The attached 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 Rating

Map (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)• CCTV Sewer Inspection Project Schedule (Enclosure 5)

The Condition Assessment Report will provide details regarding the maintenance andstructural condition of our sewer mainlines. This information can be included in ouragency's Sewer System Management Plan as a reference in Chapter 8.0, SystemEvaluation and Capacity Assurance Plan. The segments with critical maintenanceissues have been cleaned and, in some instances, have been incorporated into ourroutine cleaning schedule for continued monitoring. In addition, the segments withsevere structural defects have either been repaired or will be scheduled for repair aspart of the ongoing Accumulative Capital Outlay Project.

HK

Attach.

bc: RS, FV, File (YOTV0708G)

COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0708G PROJECT MGR: Fernando Villaluna PROJECT DATE: 05/12/08-07/28/08 CONTACT NO: (626) 300-3380 SUP. DISTRICT(s): 5 MAP PAGE(S): 1644,1645,1699,1700,1701,1756Report By: Hanna Kebede Report Date: 08/12/2009 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 359,110 feet or approximately 17 percent of the Unincorporated Los Angeles County sewer system maintained by the District’s South Yard. 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 Y0TV0708G included sewer lines located in the Unincorporated County of Los Angeles area. Enclosed for your reference is an overview map of the project area (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 88.7 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 11.3 percent of the inspected pipe segments within the Unincorporated Los Angeles County 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 201,606 56.1 878 2: Good 77,187 21.5 295 3: Fair 39,691 11.1 152 4: Poor 34,575 9.6 120 5: Immediate Attention 6,051 1.7 26

TOTAL 359,110 100.0 1471

STRUCTURAL REPORT Our inspection revealed that approximately 96.3 percent of the inspected pipe segments within the Unincorporated Los Angeles County were free of severe structural defects. However, the remaining 3.7 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 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 52 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 reports for these fifty two segments are included in Enclosure 4.

QUICK STRUCTURAL RATING TABLE

DEFECT GRADE

PIPE LENGTH

(FT)

PERCENT TOTAL INSPECTED PIPE

LENGTH NO. SEGMENTS

1: Excellent 236,896 66.0 987 2: Good 52,861 14.7 211 3: Fair 56,029 15.6 221 4: Poor 4,909 1.4 16 5: Immediate Attention 8,415 2.3 36

TOTAL 359,110 100.0 1471

FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the Unincorporated Los Angeles County maintained by the South Yard. For your reference, the CCTV Sewer Inspection project schedule is listed in Enclosure 5.

ENCLOSURE 1:

Project Overview Map

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H U N T I N G T O N PH U N T I N G T O N P

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B E L LB E L L

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SMD Sanitary Sewers

SMD ManholesU Other

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Maintained by Others:Trunk Sewerlines

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!( Non SMD Maintained MH

SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009

Supervisorial District 5Unincorporated County

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 1,400 2,800 4,200 5,600

Feet

Y0TV0708G

ENCLOSURE 1

PROJECT OVERVIEW

ENCLOSURE 2:

• Quick Maintenance Rating Report

Priority List • Quick Maintenance Rating Map

Item No. QMR Start MH End MH Street Observation: Location Correction Action Taken

1 5431 1756-0106 1756-0107 STANFORD AV Attached grease ,roots Rodder (Completed 6/26/09)2 5227 1701-0179 1701-0180 EASE/CARLTON AV Attached grease, roots Hydrojet (Completed 6/8/09)3 5222 1756-0132 1756-0133 EL SEGUNDO BV Water level 25% ,attached grease Rodder (Completed 7/2/09)4 5141 1756-0074 1756-0075 MCKINLEY AV Water level 50% ,attached grease , roots Rodder (Completed 6/25/09)5 5141 1756-0063 1756-0064 EASE/STANFORD AV Deposits (attached Grease) Hydrojet (Completed 6/25/09)6 5141 1756-0036 1756-0037 EASE/138TH ST Root Ball : 95' Hydrojet (Completed 7/22/09)7 5141 1701-0320 1701-0319 EASE/TOWNE AV Root Ball :101' Hydrojet (Completed 7/24/09)8 5141 1701-0097 1701-0096 124TH ST Root ball :178' Rodder (Completed 6/8/09)9 5141 1701-0089 1701-0088 SAN PEDRO ST Water level 25% , attached grease Rodder (Completed 6/8/09)

10 5139 1701-0094 1701-0119 SAN PEDRO ST Water level 40% ,attached grease , roots Rodder (Completed 6/8/09)11 5131 1756-0053 1756-0054 STANFORD AV Root Ball : 185' Rodder (Completed 7/2/09)12 5131 1756-0045 1756-0046 AW/AVALON BL Water level 20% ,attached grease , roots Rodder (Completed 7/2/09)13 512A 1756-0029 1756-0017 EASE/AVALON BL Water level 40%, attached grease Hydrojet (Completed 7/2/09)14 5122 1756-0078 1756-0077 135TH ST Water level 50% , deposits (attached Grease) Rodder (Completed 6/26/09)15 5121 1756-0079 1756-0078 135TH ST Water level 30% , attached grease Rodder (Completed 6/26/09)16 5121 1701-0209 1701-0449 130TH ST Deposits Attached Grease Rodder (Completed 6/8/09)17 5116 1756-0107 1756-0108 STANFORD AV Deposits (attached Grease ), roots Rodder (Completed 6/26/09)18 5113 1756-0103 1756-0102 EASE/STANFORD AV Water level 20- 80% , roots Hydrojet (Completed 6/26/09)19 5112 1756-0076 1756-0174 MCKINLEY AV Water level 25-75% Rodder (Completed 6/25/09)20 5111 1756-0173 1756-0176 SALINAS AV water level is high Rodder (Completed 6/26/09)21 5111 1756-0077 1756-0173 MCKINLEY AV Water level 20-60% Rodder (Completed 6/25/09)22 5100 1756-0667 1756-0103 EASE/STANFORD AV Water level 25-85% Hydrojet (Completed 6/26/09)23 5100 1701-0239 1701-0238 MAIN ST Water level is high, attached grease Rodder (Completed 6/26/09)24 5100 1701-0104 1701-0105 EL SEGUNDO BV Deposits (attached grease) Rodder (Completed 6/8/09)25 5100 1700-0159 1700-0158 IMPERIAL HWY Construction debris: 256' Rodder (Completed7/10/09)26 5100 1700-0158 1700-0159 IMPERIAL HWY Construction debris 0' Rodder (Completed7/10/09)27 4A39 1645-TRNK 1645-0035 IMPERIAL HWY Water level 25-50% Rodder (Completed7/17/09)28 4A2D 1645-0156 1645-0165 EASE/RUTHELENAV Sag : 50'-139' Rodder (Completed7/17/09)29 4636 1756-0160 1756-0161 EASE/121ST PL Root ball :135' Hydrojet (Completed 7/21/09)30 4534 1756-0155 1756-0154 EASE/122ND ST Roots Hydrojet (Completed 7/21/09)31 4532 1645-0290 1645-0289 EASE/113TH ST Root ball :156' Hydrojet (Completed 7/21/09)32 4532 1645-0102 1645-0078 THOREAU ST Roots Rodder (Completed7/14/09)

ENCLOSURE 2 QUICK MAINTENANCE RATING REPORT PRIORITY LIST

as of 07/28/2008 UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708G)

33 4436 1755-0200 1755-0199 EASE/MCKINLEY AV Root ball : 305' Hydrojet (Completed 7/22/09)34 4434 1645-0293 1645-0292 EASE/113TH ST Roots , sag : 210'-336' Hydrojet (Completed 7/14/09)35 4334 1756-0156 1756-0155 EASE/122ND ST Root ball : 311' Hydrojet (Completed 7/22/09)36 4332 1756-0220 1756-0219 CLOVIS AV Deposits (attached Grease) ,water level is high Rodder (Completed 6/29/09)37 4332 1645-0036 1645-0034 HAAS AV Water level sag 65%, roots Rodder (Completed 7/17/09)38 4331 1755-0201 1755-0200 EASE/MCKINLEY AV Roots Hydrojet (Completed 7/22/09)39 4331 1645-0056 1645-0057 EASE/WILTON PL Roots Hydrojet (Completed 7/13/09)40 4322 1756-0188 1756-0190 EL SEGUNDO BV Roots , deposits (grease) Rodder (Completed 6/26/09)41 431N 1756-0140 1756-0141 AVALON BV Water level 50% ,attached grease, roots Rodder (Completed 6/29/09)42 4318 1645-0020 1645-0009 CULLIVAN ST Roots Rodder (Completed7/13/09)43 4238 1700-0219 1700-0221 EASE/VAN BUREN AV Water level sag 25-50% , obstacle rocks Hydrojet (Completed 7/17/09)44 4235 1701-0157 1701-0156 130TH ST Roots, water level 10-15% Hydrojet (Completed 7/21/09)45 4232 1756-0086 1756-0087 EASE/TOWNE AV Root ball :126' Hydrojet(Completed 7/22/09)46 4232 1701-0088 1701-0090 SAN PEDRO ST Deposits (attached grease), water level 20-50% , roots Hydrojet (Completed 6/29/09)47 4232 1645-0076 1645-0070 112TH ST Water level sag 60% Hydrojet (Completed 7/13/09)48 4232 1645-0055 1645-0054 EASE/WILTON PL Root ball: 272' Hydrojet (Completed 7/22/09)49 4231 1701-0318 1701-0319 EASE/TOWNE AV Roots Hydrojet (Completed 7/24/09)50 4231 1645-0294 1645-0307 EASE/DENKER AV Roots Hydrojet (N0 Access)51 422F 1699-0173 1699-0174 VERMONT AV Water level sag 55% , deposits sand Rodder (Completed7/17/09)52 4222 1756-0136 1756-0140 AVALON BV Water level ,attached grease, roots Rodder (Completed 6/29/09)53 4221 1645-0029 1645-0020 CULLIVAN ST Obstacle (external pipe) : 317' Rodder (Completed7/13/09)54 422I 1645-0035 1645-TRNK IMPERIAL HWY Water level sag 25-55% , deposits (settled gravel) Rodder (Completed7/17/09)55 421C 1756-0211 1756-0184 EL SEGUNDO BV Water level 25 % , roots Rodder (Completed7/20/09)56 421C 1756-0183 1756-0187 EL SEGUNDO BV Water level 20 % , roots Rodder (Completed7/20/09)57 4215 1645-0356 1645-0056 EASE/WILTON PL Root ball: 154' Rodder (Completed7/13/09)58 413J 1701-0236 1701-0234 EASE/134TH ST Water level sag 55% , deposits (attached Other )113'-305' Hydrojet (Completed 6/8/09)59 4139 1756-0096 1756-0095 AE/TOWNE AV Roots Rodder (Completed7/24/09)60 4135 1756-0164 1756-0165 MC KINLEY AV Roots , water level 30% Hydrojet (Completed 6/26/09)61 4135 1700-0025 1700-0026 121ST ST Roots, attached grease ,water level 20-25% Hydrojet (Completed 7/17/09)62 4134 1756-0158 1755-0202 MC KINLEY AV Root ball :196' , sag :180'-264' (20-35%) Hydrojet (Completed 6/26/09)63 4134 1701-0158 1701-0157 COOK ST Root ball : 60' Hydrojet (Completed 7/21/09)64 4133 1756-0146 1756-0147 124TH ST Roots Hydrojet (Completed 7/20/09)65 4133 1756-0064 1756-0073 EASE/MCKINLEY AV Roots, deposits (grease) Hydrojet (Completed 6/25/09)66 4133 1700-0139 1700-0171 IMPERIAL HWY Water level is high , attached grease Hydrojet (Completed 7/16/09)67 4133 1645-0170 1645-0169 ST ANDREWS Roots Hydrojet (Completed 7/13/09)68 4132 1756-0159 1756-0160 EASE/MCKINLEY AV Root ball :152' Hydrojet (Completed 7/22/09)69 4132 1756-0158 1756-0159 EASE/MCKINLEY AV Root ball : 229' Hydrojet (Completed 7/22/09)70 4132 1756-0040 1756-0037 EASE/AVALON BV Water level is 50% , roots Hydrojet (Completed 7/20/09)71 4132 1755-0202 1755-0201 EASE/MCKINLEY AV There is a piece of wood hanging inside MH 1755-201 Hydrojet (Completed 7/22/09)72 4132 1701-0333 1701-0334 EASE/PIRU ST Water level is high, camera is not clear Hydrojet (Completed 7/24/09)

73 4132 1701-0141 1701-0142 AW/SANPEDRO ST Roots Hydrojet (Completed 7/15/09)74 4132 1645-0104 1645-0103 THOREAU ST Roots Hydrojet (Completed 7/13/09)75 4132 1645-0094 1645-0093 MANHATTAN PL Root ball : 52' Hydrojet (Completed 7/13/09)76 4131 1756-0206 1756-0207 131ST ST Roots ball :110' Hydrojet (Completed 7/20/09)77 4131 1756-0072 1756-0073 MCKINLEY AV Water level is 50%, roots Hydrojet (Completed 6/25/09)78 4131 1701-0148 1756-0125 AE/TOWNE AV Water level is high , camera is not clear Hydrojet (Completed 7/20/09)79 4131 1701-0135 1701-0134 124TH ST Roots , deposits (greases) Hydrojet (Completed 6/29/09)80 4131 1701-0110 1701-0109 SAN PEDRO ST Deposits (attached grease) Hydrojet (Completed 6/29/09)81 4131 1700-0163 1700-0164 IMPERIAL HWY Water level sag 60% , camera underwater :97' Hydrojet (Completed 7/16/09)82 4131 1700-0024 1700-0025 121ST ST Roots ball :181', attached (grease),water level 20-25% Hydrojet (Completed 7/17/09)83 4131 1699-0210 1699-0132 VERMONT AV Root ball : 85' Hydrojet (Completed 7/16/09)84 4131 1645-0170 1645-0171 ST ANDREWS Roots Hydrojet (Completed 7/13/09)85 4131 1645-0126 1645-TRNK AW/WESTERN AV Roots, deposits (greases) Hydrojet (Completed 6/28/09)86 4131 1645-0090 1645-0089 MANHATTAN PL Roots ball : 82' Hydrojet (Completed 7/13/09)87 4131 1645-0061 1645-0060 IMPERIAL HWY Roots Hydrojet (Completed 7/13/09)88 4131 1645-0051 1645-0052 WILTON PL Water level 10-20% , roots Hydrojet (Completed 7/13/09)89 4131 1645-0025 1645-0015 107TH ST Roots ball : 9' Hydrojet (Completed 7/13/09)90 4131 1645-0024 1645-0043 104TH ST Roots Hydrojet (Completed 7/13/09)91 4131 1645-0018 1645-0027 109TH ST Roots ball : 58' Hydrojet (Completed 7/13/09)92 412J 1756-0075 1756-0076 MCKINLEY AV Water level 50-65% ,attached (grease) , roots Rodder (Completed 6/25/09)93 412J 1645-0278 1645-0133 IMPERIAL HWY Water level sag 25% , deposits (attached grease ) Rodder (Completed 6/29/09)94 412I 1699-0174 1699-0175 VERMONT AV Water level sag 30% Hydrojet (Completed 7/16/09)95 412G 1700-0045 1700-0044 VERMONT AV Water level sag 25% Rodder (Completed7/17/09)96 412G 1699-0175 1699-0211 VERMONT AV Water level sag 25-55% Rodder (Completed7/16/09)97 412F 1700-0300 1700-0194 BUDLONG AV Water level sag 25-50% Rodder (Completed7/17/09)98 412E 1756-0063 1756-0062 EASE/STANFORD AV Water level ,attached (grease) , Roots Rodder (Completed 6/25/09)99 412C 1699-0204 1699-0205 VERMONT AV Water level sag 30% Rodder (Completed7/17/09)100 412B 1756-0080 1756-0079 135TH ST Water level 60% ,attached (grease ), roots Rodder (Completed 6/26/09)101 4127 1645-0011 1645-0024 104TH ST Roots ball 216' , attached (grease) ,roots Hydrojet (Completed 7/14/09)102 4126 1700-0220 1700-0219 117TH ST Water level sag is 50% Hydrojet (Completed 7/17/09)103 4125 1700-0069 1700-0068 VERMONT AV Water level sag is25- 50% Hydrojet (Completed 7/17/09)104 4122 1645-0307 1645-0308 EASE/DENKER AV Roots Hydrojet (N0 Access)105 4122 1645-0027 1645-0018 109TH ST Roots ball : 198' Hydrojet (Completed 7/13/09)106 4121 1756-0042 1756-0041 AVALON BV Water level ,attached (grease) , roots fine Hydrojet (Completed 7/20/09)107 4121 1701-0209 1701-0210 AN/126TH ST Water level is high , obstacle other :142'-146' Hydrojet (Completed 7/15/09)108 4121 1701-0091 1701-0092 SAN PEDRO ST Water level is high 20-50% , attached (grease) Hydrojet (Completed 6/29/09)109 4121 1701-0034 1701-0033 AS/130TH ST Infiltration runner No action needed110 4121 1699-0080 1699-0081 AW/BUDLONG AV Roots bball :189' , roots Hydrojet (Completed 7/17/09)111 412J 1756-0075 1756-0076 MCKINLEY AV Water level 50-65% ,attached (grease) , roots Rodder (Completed 6/25/09)112 412J 1645-0278 1645-0133 IMPERIAL HWY Water level sag 25% , deposits (attached grease ) Rodder (Completed 6/29/09)

113 412I 1699-0174 1699-0175 VERMONT AV Water level sag 30% Hydrojet (Completed 7/16/09)114 412G 1700-0045 1700-0044 VERMONT AV Water level sag 25% Rodder (Completed7/17/09)115 412G 1699-0175 1699-0211 VERMONT AV Water level sag 25-55% Rodder (Completed7/16/09)116 412F 1700-0300 1700-0194 BUDLONG AV Water level sag 25-50% Rodder (Completed7/17/09)117 412E 1756-0063 1756-0062 EASE/STANFORD AV Water level ,attached (grease) , Roots Rodder (Completed 6/25/09)118 412C 1699-0204 1699-0205 VERMONT AV Water level sag 30% Rodder (Completed7/17/09)119 412B 1756-0080 1756-0079 135TH ST Water level 60% ,attached (grease ), roots Rodder (Completed 6/26/09)120 412B 1756-0069 1756-0070 EASE/STANFORD AV Water level sag 25-50% , deposits (attached grease ) Rodder (Completed7/2/09)121 412A 1700-0046 1700-0045 VERMONT AV Water level sag 30-50% Rodder (Completed7/17/09)122 4118 1701-0331 1701-0332 EASE/138TH ST Roots Hydrojet (N0 Access)123 4118 1645-0110 1645-0111 RUTHELEN AV Roots ball : 5' Hydrojet (Completed 7/14/09)124 4117 1756-0207 1756-0206 131ST ST Roots ball : 241' Hydrojet (Completed 7/20/09)125 4116 1701-0104 1701-0120 EL SEGUNDO BV Water level 25-50% , roots Hydrojet (Completed 7/15/09)126 4116 1645-0085 1645-0081 109TH ST Roots Hydrojet (Completed 7/14/09)127 4115 1645-0059 1645-0058 IMPERIAL HWY Roots Hydrojet (Completed 7/14/09)128 4114 1756-0174 1756-0175 SALINAS AV Water level is high 50-70% , attached (grease) Hydrojet (Completed 6/26/09)129 4114 1645-0058 1645-0035 IMPERIAL HWY Water level , roots Hydrojet (Completed 7/14/09)130 4113 1645-0057 1645-0052 108TH ST Roots Hydrojet (Completed 7/14/09)131 4112 1701-0025 1701-0103 EL SEGUNDO BV Water level sag is 20- 50% Hydrojet (Completed 7/15/09)132 4112 1645-0144 1645-0145 WILTON PL Sag : 90'-110', 140'-165' , 178'-265', Roots Hydrojet (Completed 7/14/09)133 4112 1645-0101 1645-0076 112TH ST Roots Hydrojet (Completed 7/14/09)134 4111 1756-0151 1755-0194 AVALON BV Water level is high 50%, obstacle :135' Hydrojet (Completed 7/21/09)135 4111 1756-0067 1756-0066 AE/AVALON BV Water level is high 50% , attached (grease) Hydrojet (Completed 7/14/09)136 4111 1701-0237 1701-0236 EASE/MAIN ST Water level is high 50% Hydrojet (Completed 6/26/09)137 4100 1701-0247 1701-0248 BROADWAY Water level is high 25% Hydrojet (Completed 7/15/09)138 4100 1701-0246 1701-0247 BROADWAY Water level is high 20-60% Hydrojet (Completed 7/15/09)139 4100 1701-0245 1701-0246 BROADWAY Water mark 70% No action needed140 4100 1701-0244 1701-0245 BROADWAY Water level is high 20-60% Hydrojet(Completed 7/15/09)141 4100 1701-0225 1701-0226 BROADWAY Water level is high 20-50% Hydrojet (Completed 7/15/09)142 4100 1701-0204 1701-0203 AW/BROADWAY Water mark 50% No action needed143 4100 1701-0109 1701-0110 SAN PEDRO ST Water level is high 50% , obstacle (Other) :9' Hydrojet (Completed 7/15/09)144 4100 1701-0093 1701-0094 SAN PEDRO ST Water level is high , camera is not clear : 131'-174' Hydrojet (Completed 7/15/09)145 4100 1645-0243 1645-0374 AE/WESTERN AV Water level is high Hydrojet (Completed 7/17/09)146 4100 1645-0086 1645-0085 109TH ST Roots ball : 207' Hydrojet (Completed 6/29/09)147 3A21 1700-0212 1700-0255 BUDLONG AV Attached grease Hydrojet (Completed 9/23/09)148 2300 1645-TRNK 1645-0097 109TH ST Attached deposits Hydrojet (Completed 10/22/09)149 2212 1701-0055 1701-0054 BROADWAY Cockroaches/debris at MH0054 Hydrojet (Completed 9/29/09)150 1900 1645-0060 1645-0059 IMPERIAL HWY Tap roots :215' Hydrojet (Completed 10/22/09)

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CCTV PROJECT

AUGUST 2009


P


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ENCLOSURE 2

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SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


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Y0TV0708G

ENCLOSURE 2

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1: EXCELLENT

2: GOOD

3: FAIR

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#* DROP

" ‚ Shallow

XW Trap

!? Siphon





!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 2

QUICKMAINTENANCE

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83


1: EXCELLENT

2: GOOD

3: FAIR

4: POOR




#* DROP

" ‚ Shallow

XW Trap

!? Siphon





!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 2

QUICKMAINTENANCE

RATING(QMR)

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SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

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 5224 1756-0115 1756-0114 EL SEGUNDO BV Hole with soil visible: 1', 130'; fractures and cracks throughout Lining: MH to MH 280

2 5222 1701-0034 1701-0033 ALLEY BY S BROADWAY Hole with void visible: 150' Point Repair

3 5222 1701-0150 1756-0126 ALLEY BY TOWNE AV Hole with void visible, broken: 152'; fractures and cracks Lining: MH to MH 325

4 5215 1756-0194 1756-0195 CENTRAL AV Hole with soil visible: 14'; cracks Lining: MH to MH 130

5 5143 1699-0129 1699-0128 93RD ST Broken, deformed: 134': Hole at base of MH 128 Point Repair; CSMD to repair base of MH 128

6 5142 1645-0296 1645-0295 ALLEY BY DENKER AV Hole with void visible: 252' Point Repair

7 5141 1645-0231 1645-0232 NORMANDIE AV Hole with concrete visible: 15', 82' Structural integrity in tact. No action needed.

8 5141 1700-0238 1700-0240 GEDDES ST Broken: 65', cracks at multiple locations Lining: MH to MH 114

9 5133 1645-0226 1645-0227 NORMANDIE AV Hole with soil visible: 269' Lining: MH to MH 272

10 5135 1644-0012 1644-0011 CENTURY BV Broken: 152' Lining: MH to MH 251

11 5133 1645-0251 1645-0250 108TH ST Broken: 160' Point Repair

12 5133 1645-0241 1645-0295 EASE BY DENKER AV Broken with void visible; deformed: 115' Point Repair

13 5137 1700-0232 1700-0233 GEDDES ST Broken: 32': cracks Lining: MH to MH 179

14 5132 1700-0195 1700-0194 BUDLONG AV Broken: 3'; cracks Lining: MH to MH 13

15 5132 1700-0173 1700-TRNK AE/ NORMANDIE AV Broken with void visible: 41'- 46'; cracks Lining: MH to MH 106

16 5131 1645-0229 1645-0230 NORMANDIE AV Broken: 267' Structural integrity in tact. No action needed.

17 512A 1701-0055 1701-0054 BROADWAY Broken: 161'; fractures and cracks at multiple locations Lining: MH to MH 318

18 5124 1756-0067 1756-0068 EASE BY139TH ST Collapsed (capped?) pipe near MH 68 (terminal): 244' South Yard to investigate

19 5124 1701-0151 1701-0152 ALLEY BY TOWNE AV Broken 94'; fractures and cracks Lining: MH to MH 350

20 5122 1701-0118 1701-0119 126TH ST Broken: 334'; 15 feet of concrete pipe to MH 119' Lining: MH to MH 351

21 5122 1701-0175 1701-0176 CARLTON AV Hole with void visible: 224' Point Repair

22 5122 1756-0180 1756-0179 EASE BY E 130TH ST Collapsed pipe: 270' South Yard to investigate

23 5122 1756-0126 1756-0127 ALLEY BY TOWNE AV Broken: 113'; cracks Lining: MH to MH 319

24 5121 1756-0193 1756-0194 127TH ST Hole with soil visible: 205'; fractures: 127'; cracks at multiple locations Lining: MH to MH 346

25 5121 1756-0149 1756-0150 AVALON BV Broken with soil visibile: 141' Structural integrity in tact. No action needed.

ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST

UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708G) as of 07/28/2008

Item No. QSR Start MH End MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE METHOD LENGTH OF REPAIR (FT)

26 5112 1645-TRNK 1645-0035 IMPERIAL HWY Broken: base of MH TRNK Structural integrity in tact. No action needed.

27 5118 1701-0327 1701-0328 EASE BY139TH ST Hole with soil visible: 63'; cracks at multiple locations Structural integrity in tact. No action needed.

28 5115 1756-0187 1756-0186 EASE BY E ELSEGUNDO BL Hole with soil visible: 201'; cracks at multiple locations Lining: MH to MH 250

29 5111 1756-0045 1756-0044 ALLEY BY135TH ST Hole with concrete patch visible: 7' Structural integrity in tact. No action needed.

30 5111 1701-0316 1701-0317 135TH ST Hole with concrete patch visible: 35' Structural integrity in tact. No action needed.

31 5100 1756-0139 1701-0131 127TH ST Hole with soil visible: 9' Structural integrity in tact. No action needed.

32 5100 1700-0054 1700-0053 105TH ST Broken at base of MH 1700-0053 CSMD will repair base of MH 1700-0053

33 5100 1700-0143 1700-0146 112TH ST Broken at base of MH 1700-0146 CSMD will repair base of MH 1700-0146

34 5100 1700-0251 1700-0250 ALLEY BY RAYMOND AV Hole with soil visible: 29' Structural integrity in tact. No action needed.

35 5100 1645-0004 1645-0005 VAN NESS AV Hole with void visible: 236' Point Repair

36 5100 1645-TRNK 1645-0097 109TH ST Broken with concrete/clay pipe patch visible: 13' Structural integrity in tact. No action needed.

37 4233 1645-0090 1645-0089 MANHATTAN PL Fractures: 190', 228'; cracks Lining: MH to MH 300

38 413P 1700-0239 1700-0229 AE/ NORMANDIE AV Broken: 222'; fractures and cracks throughout Lining: MH to MH 300

39 4139 1645-0075 1645-0076 WILTON PL Multiple fractures: 325'; fractures and cracks throughout Lining: MH to MH 349

40 4135 1645-0060 1645-0059 IMPERIAL HWY Fractures: 270'; cracks at multiple locations Lining: MH to MH 298

41 4134 1644-0017 1644-0018 AE/ WILTON PL Fractures: 153'; cracks at multiple locations Structural integrity in tact. No action needed.

42 4131 1701-0113 1701-0112 127TH ST Fractures: 30'; cracks Structural integrity in tact. No action needed.

43 4131 1644-0018 1644-0019 AE/ WILTON PL Fractures: 275'; cracks Structural integrity in tact. No action needed.

44 4131 1645-0113 1645-0101 RUTHELEN AV Fractures: 87'; cracks Lining: MH to MH 298

45 4131 1645-0141 1645-0142 WILTON PL Fractures: 331' Structural integrity in tact. No action needed.

46 4122 1701-0114 1701-0113 127TH ST Fractures: 232'; cracks Lining: MH to MH 352

47 4121 1645-0017 1645-0006 AN/ 109TH ST Fractures: 2', 246' Lining: MH to MH 248

48 4100 1699-0057 1699-0059 101ST ST Broken at the base of MH 1699-0059 CSMD to repair base of MH 1699-0059

49 4100 1645-0188 1645-0189 105TH ST Broken at the base of MH 1645-0189 CSMD to repair base of MH 1645-0189

50 4100 1645-0207 1645-0208 NORMANDIE AV Broken at the base of MH 1645-0208 CSMD to repair base of MH 1645-0208

51 4100 1700-0212 1700-0255 BUDLONG AV Fracture: 56' Structural integrity in tact. No action needed.

52 4100 1645-0049 1645-0048 107TH ST Fractures near terminal manhole: 316' Structural integrity in tact. No action needed.

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LegendSMD sanitary SewersQSR

1: EXCELLENT

2: GOOD

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!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 3

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!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 3

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1: EXCELLENT

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#* DROP

" ‚ Shallow

XW Trap

!? Siphon





!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 3

QUICKSTRUCTURAL

RATING(QSR)

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1: EXCELLENT

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3: FAIR

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#* DROP

" ‚ Shallow

XW Trap

!? Siphon





!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 3

QUICKSTRUCTURAL

RATING(QSR)

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#* DROP

" ‚ Shallow

XW Trap

!? Siphon





!( Trunk Mh


SMD Operations Maps

Y0TV0708G

CCTV PROJECT

AUGUST 2009


P


O0 325 650 975 1,300

Feet

Y0TV0708G

ENCLOSURE 3

QUICKSTRUCTURAL

RATING(QSR)

ENCLOSURE 4:

Infrastructure Inspection Reports for Grades 4 and 5

WinCan America, Inc.1730 Montano Road NE, Suite E

Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133

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::

20080519 Y0TV0708G Dry Martin Garcia 1 68609

325.00 LACDPW ZLAS 05/19/2008 Jetting 1701

BROADWAY

ZLAS

Light Highway

Not Controlled

M313-001

1701-0055

1701-0054

318 ft

Routine Assessment

Sanitary

0054/1701-0055/1701

Circular 8"/8"Vitrified Clay Pipe Pipe Length:

1:297 position observation MPEG photo grade

WinCanExport.mdb // page: 1

0.00 00:00:57 1Manhole, within 8 inch: NO, Remarks: 1701-0055

0.00 00:01:09 2 M 1Vermin Cockroach, within 8 inch: NO

3.50 00:01:53 3, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES

4.00 00:02:27 5Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO

7.20 00:03:43 6 M 2Water Level, 5 %, within 8 inch: NO

10.90 00:04:23 7, b S 2Fracture Circumferential, from 2 to 10 o'clock, within 8 inch: YES

32.80 00:05:52 9, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES

38.60 00:06:27 11 M 2Water Mark, 20 %, within 8 inch: NO
















132.10 00:18:34 40 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracksin lateral

1701-0055




Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080519 Y0TV0708G Dry Martin Garcia 1 68609







161.40 00:21:54 47, b S 5Hole Soil Visible, from 3 to 5 o'clock, within 8 inch: YES

161.40 00:22:22 49 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES







233.10 00:28:27 61Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO




















1701-0054

QSR QMR SPR MPR OPR SPRI MPRI OPRI

512A 2412 49 10 59 1.44 1.67 1.48











Remark::

20080523 Y0TV0708G Light Rain Martin Garcia 79 68590


ALLEY

ZLAS

Alley

Not Controlled

M313-005

1701-0034

1701-0033

351 ft

Routine Assessment

Sanitary

0033/1701-0034/1701








15.40 00:02:54 1567, b S 2Fracture Circumferential, from 10 to 2 o'clock, within 8 inch: NO












150.60 00:12:48 1589 S 5Broken, from 7 to 11 o'clock, within 8 inch: YES

152.10 00:13:19 1590 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO

152.10 00:13:40 1591 M 4Infil Runner, at 9 o'clock, within 8 inch: NO






1701-0034




Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080523 Y0TV0708G Light Rain Martin Garcia 79 68590








333.60 00:22:44 S 1Crack Circumferential, from 7 to 12 o'clock, within 8 inch: YES




351.00 00:25:47 1609General Observation, within 8 inch: NO, Remarks: pipe material vitrified c


1701-0033


5222 4122 24 8 32 1.71 2.67 1.88











Remark::



126TH ST

ZLAS

Light Highway

Not Controlled

M313-007

1701-0118

1701-0119

351.9 ft

Routine Assessment

Sanitary

0118/1701-0119/1701









8.20 00:03:16 2078 S 2Crack Longitudinal, at 3 o'clock, within 8 inch: NO




78.40 00:06:44 2083Roots Fine Joint, from 10 to 5 o'clock, within 8 inch: YES

81.20 00:07:00 2084, bRoots Fine Joint, from 2 to 8 o'clock, within 8 inch: YES








131.00 00:11:27 2098 S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES


132.00 00:12:10 2100 M 4Roots Ball Connection, at 9 o'clock, 65 %, within 8 inch: NO



1701-0118











138.30 00:13:32 2105 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO





172.80 00:16:36 2112 M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO


196.10 S1 00:17:49 2114, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start



208.50 F1 00:18:52 2119Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End

230.00 00:19:50 2120Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO



334.60 00:24:36 2124, b S 5Broken, from 9 to 2 o'clock, within 8 inch: YES



1701-0119


5122 4115 14 9 23 1.75 1.5 1.64











Remark::



127TH ST

ZLAS

Light Highway

Not Controlled

M313-008

1701-0114

1701-0113

352.5 ft

Routine Assessment

Sanitary

0113/1701-0114/1701

























232.00 00:18:35 2454, b S 4Fracture Multiple, from 2 to 10 o'clock, within 8 inch: YES



1701-0114

















337.40 00:29:31 2473 M 2Deposits Attached Grease, from 10 to 2 o'clock, 5 %, within 8 inch: NO





1701-0113


4122 2512 17 12 29 1.42 1.71 1.53











Remark::



127TH ST

ZLAS

Light Highway

Not Controlled

M313-010

1756-0139

1701-0131

352 ft

Routine Assessment

Sanitary

0139/1756-0131/1701







9.20 00:02:42 3081, b S 5Hole Void Visible, from 2 to 3 o'clock, within 8 inch: NO





















1756-0139












1701-0131


5100 2212 5 6 11 5 1.5 2.2











Remark::



127TH ST

ZLAS

Light Highway

Not Controlled

M313-012

1701-0113

1701-0112

352.4 ft

Routine Assessment

Sanitary

0112/1701-0113/1701













31.70 00:04:06 3947 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracks



40.30 00:05:15 3951Tap Factory, at 9 o'clock, 6", within 8 inch: NO












78.70 00:10:45 3970 S 3Fracture Longitudinal, at 12 o'clock, within 8 inch: YES

1701-0113








78.70 00:10:45 3970 S 3Fracture Longitudinal, at 12 o'clock, within 8 inch: YES

79.30 00:11:13 3971 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracks



96.50 00:12:32 3975, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES









110.90 00:16:04 3987Roots Fine Joint, at 4 o'clock, within 8 inch: YES



118.90 00:17:14 3992, b M 2Deposits Attached Grease, from 2 to 4 o'clock, 5 %, within 8 inch: NO










160.10 00:21:29 4008 M 2Deposits Attached Grease, from 9 to 11 o'clock, 5 %, within 8 inch: YES































1701-0112


4131 3128 47 22 69 1.62 1.83 1.68











Remark::



CARLTON AV

ZLAS

Light Highway

Not Controlled

M313-015

1701-0175

1701-0176

353.5 ft

Routine Assessment

Sanitary

0175/1701-0176/1701

























353.50 00:18:00 4945General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C


1701-0175

1701-0176


5122 2311 9 7 16 3 1.75 2.29











Remark::



ALLEY

ZLAS

Alley

Not Controlled

M313-019

1756-0045

1756-0044

59.2 ft

Routine Assessment

Sanitary

0044/1756-0045/1756














1756-0045

1756-0044


5111 2300 6 6 12 3 2 2.4











Remark::



EL SEGUNDO BV

ZLAS

Main Highway - Urban

Not Controlled

M313-024

1756-0115

1756-0114

280.2 ft

Routine Assessment

Sanitary

0114/1756-0115/1756









31.80 S1 00:04:22 8323, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start






130.70 00:11:16 8337, b S 5Hole Soil Visible, from 3 to 4 o'clock, within 8 inch: NO


162.90 00:13:15 8340, b S 2Joint Offset Large, within 8 inch: YES







1756-0115










279.80 F1 00:22:02 8354 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End




1756-0114


5224 2111 20 3 23 2.5 1.5 2.3











Remark::



EASEMENT

ZLAS

Easement/Right of Way

Not Controlled

M313-028

1756-0180

1756-0179

270.1 ft

Routine Assessment

Sanitary

0179/1756-0180/1756





3.00 00:00:56 9758 S 1Joint Offset Medium, within 8 inch: YES
















146.30 00:11:16 9783Tap Break-in, at 9 o'clock, 6", within 8 inch: NO







1756-0180








181.40 00:14:55 9795Roots Fine Joint, at 1 o'clock, within 8 inch: YES



200.50 00:16:32 9799Tap Break-in, at 3 o'clock, 6", within 8 inch: NO











270.10 00:23:10 9818End of Pipe, within 8 inch: NO, Remarks: 1756-0179 PIPES BEEN CAPP

1756-0179


5122 2313 14 9 23 1.75 1.5 1.64











Remark::



135TH ST

ZLAS

Light Highway

Not Controlled

M313-029

1701-0316

1701-0317

337.1 ft

Routine Assessment

Sanitary

0316/1701-0317/1701





















1701-0316

1701-0317


5111 2100 6 2 8 3 2 2.67











Remark::



EASEMENT

ZLAS


Not Controlled

M313-030

1756-0187

1756-0186

250.4 ft

Routine Assessment

Sanitary

0186/1756-0187/1756
























167.60 00:12:11 11084 M 4Roots Ball Lateral, at 3 o'clock, 90 %, within 8 inch: NO



1756-0187














249.60 00:17:42 11099, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: NO



1756-0186


5115 4121 10 9 19 1.67 1.8 1.73











Remark::



EASEMENT

ZLAS


Not Controlled

M313-031

1701-0327

1701-0328

277.6 ft

Routine Assessment

Sanitary

0327/1701-0328/1701









51.10 00:06:07 11224 M 3Roots Medium Lateral, at 9 o'clock, 10 %, within 8 inch: NO


















1701-0327


















277.60 00:22:49 11262Manhole, within 8 inch: NO, Remarks: 1701-0328 BURIED MANHOLE

1701-0328


5118 3121 13 11 24 1.44 1.38 1.41











Remark::



127TH ST

ZLAS

Light Highway

Not Controlled

M313-033

1756-0193

1756-0194

346.6 ft

Routine Assessment

Sanitary

0193/1756-0194/1756

















186.80 00:12:18 11701 S 1Crack Circumferential, within 8 inch: NO



205.50 00:13:27 11705, b S 5Hole Void Visible, at 12 o'clock, within 8 inch: NO







1756-0193
















1756-0194


5121 2112 20 4 24 1.33 1.33 1.33











Remark::



EASEMENT

ZLAS


Not Controlled

M313-035

1756-0067

1756-0068

244.1 ft

Routine Assessment

Sanitary

0067/1756-0068/1756






2.00 00:01:39 12423 S 2Fracture Circumferential, from 10 to 2 o'clock, within 8 inch: YES















244.10 00:14:00 12446 S 5Broken, from 3 to 9 o'clock, within 8 inch: NO

244.10 00:14:54 12447End of Pipe, within 8 inch: NO, Remarks: 1756-0068 PIPE CAPPED OFF


1756-0067

1756-0068


5124 3121 14 6 20 2.33 2 2.22











Remark::



AVALON BV

ZLAS

Light Highway

Not Controlled

M313-036

1756-0149

1756-0150

221 ft

Routine Assessment

Sanitary

0149/1756-0150/1756










141.00 00:04:54 12546, b S 5Broken Void Visible, from 12 to 2 o'clock, within 8 inch: YES





1756-0149

1756-0150


5121 2211 7 5 12 3.5 1.67 2.4











Remark::



CENTRAL AV

ZLAS

Light Highway

Not Controlled

M313-038

1756-0194

1756-0195

130.4 ft

Routine Assessment

Sanitary

0194/1756-0195/1756







11.10 00:01:42 13117, b M 2Obstacle Other, from 7 to 9 o'clock, 10 %, within 8 inch: NO




14.50 00:03:05 13125, b S 5Broken Void Visible, from 7 to 11 o'clock, within 8 inch: NO







1756-0194

1756-0195


5215 2212 15 6 21 2.14 1.5 1.91











Remark::

20080604 YOTV0708G Dry Gilbert Contreras 726 69064


93RD ST

ZLAS

Sidewalk

Not Controlled

G312-012

1699-0129

1699-0128

220.5 ft

Routine Assessment

Sanitary

0128/1699-0129/1699








134.40 S1 00:07:06 2382, b S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES, Start

134.40 00:07:29 2385, b M 3Infil Dripper, from 7 to 5 o'clock, within 8 inch: YES

134.40 00:08:40 2387, b S 4Broken, from 10 to 12 o'clock, within 8 inch: NO

134.40 S2 00:09:05 2389, b S 4Deformed, 10 %, within 8 inch: NO, Start

135.40 00:11:12 2391, b M 2Tap Factory Defective, at 12 o'clock, 6", within 8 inch: NO, Remarks:fractured

136.00 00:12:27 2393, b M 2Roots Fine Barrel, from 2 to 3 o'clock, within 8 inch: NO

137.40 F1 00:13:50 2395 S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES, End

137.40 F2 00:14:03 2396 S 4Deformed, 10 %, within 8 inch: NO, End

220.50 00:17:25 2397, b S 5Broken Void Visible, from 5 to 8 o'clock, within 8 inch: NO


1699-0129

1699-0128


5145 3123 25 9 34 4.17 2.25 3.4











Remark::



101ST ST

ZLAS

Light Highway

Not Controlled

G312-014

1699-0057

1699-0059

324.7 ft

Routine Assessment

Sanitary

0057/1699-0059/1699

Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Cured in Place














324.70 00:13:25 2870, b S 4Broken, from 7 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH1699-0059


1699-0057

1699-0059


4100 2100 4 2 6 4 2 3











Remark::



105TH ST

ZLAS

Light Highway

Not Controlled

G312-019

1645-0188

1645-0189

334.5 ft

Routine Assessment

Sanitary

0188/1645-0189/1645





















1645-0188

1645-0189


4100 2100 4 2 6 4 2 3











Remark::



105TH ST

ZLAS

Light Highway

Not Controlled

G312-019

1700-0054

1700-0053

311 ft

Routine Assessment

Sanitary

0053/1700-0054/1700












172.80 00:08:21 3997Tap Factory, at 9 o'clock, 6", within 8 inch: NO





311.00 00:14:39 4002, b S 4Broken, from 2 to 5 o'clock, within 8 inch: NO, Remarks: channel ofmanhole


1700-0054

1700-0053


4100 2100 4 2 6 4 2 3











Remark::



NORMANDIE AV

ZLAS

Main Highway - Suburban/Rural

Not Controlled

G312-020

1645-0207

1645-0208

330.8 ft

Routine Assessment

Sanitary

0207/1645-0208/1645






6.10 00:01:52 4280General Observation, within 8 inch: NO, Remarks: Flow direction is incorre





330.80 00:12:15 4285, b S 4Broken, from 7 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH


1645-0207

1645-0208


4100 2100 4 2 6 4 2 3











Remark::



108TH ST

ZLAS

Light Highway

Not Controlled

G312-027

1645-0251

1645-0250

310.2 ft

Routine Assessment

Sanitary

0250/1645-0251/1645










114.50 00:05:44 5994, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO


158.10 00:8:10 5997, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES


160.20 S1 00:09:18 6001, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES, Start


160.90 S2 00:10:33 6006, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start

160.90 F1 00:11:16 6008 S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES, End


288.60 F2 00:16:17 6010 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End





1645-0251

1645-0250


5133 2111 18 3 21 3 1.5 2.63











Remark::



112TH ST

ZLAS

Light Highway

Not Controlled

G312-031

1700-0143

1700-0146

149.7 ft

Routine Assessment

Sanitary

0143/1700-0146/1700

Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Spiral Wound










149.70 00:06:43 6723, b S 5Broken, from 3 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH


1700-0143

1700-0146


5100 2100 5 2 7 5 2 3.5











Remark::



GEDDES ST

ZLAS

Light Highway

Not Controlled

G312-036

1700-0232

1700-0233

179.3 ft

Routine Assessment

Sanitary

0232/1700-0233/1700






2.80 00:01:27 7802, b S 3Fracture Longitudinal, at 3 o'clock, within 8 inch: YES











110.10 00:11:28 7822, bSurface Other Unknown, from 4 to 8 o'clock, within 8 inch: YES




1700-0232

1700-0233


5137 2100 26 2 28 3.25 2 3.11











Remark::



ALLEY

ZLAS

Alley

Not Controlled

G312-037

1700-0251

1700-0250

114.4 ft

Routine Assessment

Sanitary

0250/1700-0251/1700






29.90 00:01:55 8022, b S 4Hole, from 9 to 10 o'clock, within 8 inch: NO



1700-0251

1700-0250


4100 2100 4 2 6 4 2 3











Remark::



BUDLONG AV

ZLAS

Light Highway

Not Controlled

G312-038

1700-0212

1700-0255

92 ft

Routine Assessment

Sanitary

0212/1700-0255/1700






8.00 S1 00:01:19 8131, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,Start

28.00 F1 00:04:24 8135 M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,End

41.00 S2 00:05:04 8136, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 15 %, within 8 inch: YES,Start

47.10 F2 00:05:37 8138 M 3Deposits Attached Grease, from 8 to 4 o'clock, 15 %, within 8 inch: YES,End





74.60 S4 00:09:08 8146, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: YES,Start

92.00 F4 00:14:02 8149 M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: YES,End

92.00 00:14:23 8150Abandoned Survey, within 8 inch: NO, Remarks: Completes inspection of e

1700-0212


4100 3822 4 28 32 4 2.8 2.91











Remark::



BUDLONG AV

ZLAS

Light Highway

Not Controlled

G312-038

1700-0195

1700-0194

13.6 ft

Routine Assessment

Sanitary

0194/1700-0195/1700





0.00 00:01:26 8209, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: NO





1700-0195

1700-0194


4132 2100 10 2 12 3.33 2 3











Remark::



0

ZLAS


Not Controlled

G312-043

1645-0241

1645-0295

119.1 ft

Routine Assessment

Sanitary

0241/1645-0295/1645








59.20 00:03:42 9611 M 2Water Level, 15 %, within 8 inch: NO, Remarks: Held by tissue debris

74.10 00:05:14 9612 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES


75.40 00:06:07 9614, b M 2Roots Tap Connection, from 6 to 9 o'clock, 15 %, within 8 inch: NO




115.00 S3 00:10:17 9620, b S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: NO, Start

117.30 F3 00:12:27 9624 S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: NO, End




1645-0241

1645-0295


5233 2500 19 10 29 3.8 2 2.9











Remark::



NORMANDIE AV

ZLAS

Sidewalk

Not Controlled

G312-043

1645-0226

1645-0227

272.2 ft

Routine Assessment

Sanitary

0226/1645-0227/1645













206.30 00:09:47 9724, b M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO




269.80 00:14:26 9731 S 5Hole Void Visible, from 7 to 8 o'clock, within 8 inch: NO

269.80 00:15:08 9732, bRepair Patch, from 8 to 4 o'clock, within 8 inch: NO, Remarks: Cementpatch

269.80 00:15:36 9734, b S 3Crack Multiple, from 4 to 8 o'clock, within 8 inch: NO


1645-0226

1645-0227


5133 2300 16 6 22 3.2 2 2.75











Remark::



NORMANDIE AV

ZLAS

Sidewalk

Not Controlled

G312-045

1645-0229

1645-0230

270.6 ft

Routine Assessment

Sanitary

0229/1645-0230/1645













216.80 S1 00:11:41 10170, b M 2Water Level Sag, 25 %, within 8 inch: NO, Start



267.40 F1 00:15:16 10176 M 2Water Level Sag, 25 %, within 8 inch: NO, End



267.40 00:16:27 10179 S 1Joint Offset Medium, within 8 inch: YES




1645-0229

1645-0230


5131 2400 15 8 23 2.14 2 2.09











Remark::



NORMANDIE AV

ZLAS

Sidewalk

Not Controlled

G312-045

1645-0231

1645-0232

140.4 ft

Routine Assessment

Sanitary

0231/1645-0232/1645






12.80 00:01:45 10211, b S 1Joint Offset Medium, within 8 inch: YES


15.70 00:03:09 10215, b S 4Surface Aggregate Missing Unknown, from 7 to 5 o'clock, within 8 inch:YES





75.90 S2 00:08:32 10225, b S 1Joint Offset Medium, within 8 inch: YES, Start


115.30 F2 00:11:32 10229 S 1Joint Offset Medium, within 8 inch: YES, End



1645-0231

1645-0232


4233 2100 23 2 25 2.3 2 2.27











Remark::



ALLEY

ZLAS

Alley

Not Controlled

G312-045

1700-0239

1700-0229

300.5 ft

Routine Assessment

Sanitary

0229/1700-0239/1700
















221.70 S3 00:10:42 10373, b S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES, Start

221.70 00:11:14 10375Surface Spalling, at 1 o'clock, within 8 inch: NO





223.80 F3 00:14:14 10384 S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES, End






1700-0239

1700-0229


4137 2100 27 2 29 3 2 2.9











Remark::



0

ZLAS


Not Controlled

G312-046

1645-0296

1645-0295

256.5 ft

Routine Assessment

Sanitary

0295/1645-0296/1645






















252.60 S3 00:14:07 10680, b S 5Broken, from 4 to 8 o'clock, within 8 inch: YES, Start



252.60 00:15:28 10686, b S 4Deformed, 10 %, within 8 inch: NO

254.40 F3 00:16:07 10688 S 5Broken, from 4 to 8 o'clock, within 8 inch: YES, End


1645-0296

1645-0295


5242 2311 21 7 28 4.2 1.75 3.11











Remark::



0

ZLAS


Not Controlled

G312-047

1700-0173

1700-TRNK

106.3 ft

Routine Assessment

Sanitary

0173/1700-TRNK/1700




0.00 00:00:50 10720Manhole, within 8 inch: NO, Remarks: 1700-0173, Buried



46.50 00:04:08 10724, b S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: YES


52.70 00:05:59 10730, b M 2Deposits Attached Encrustation, from 7 to 10 o'clock, 5 %, within 8 inch:YES



106.30 00:09:02 10736Manhole, within 8 inch: NO, Remarks: 1700-TRNK

1700-0173

1700-TRNK


5132 2200 13 4 17 2.6 2 2.43











Remark::



GEDDES ST

ZLAS

Light Highway

Not Controlled

G312-047

1700-0238

1700-0240

114.2 ft

Routine Assessment

Sanitary

0238/1700-0240/1700















1700-0238

1700-0240


5141 2100 15 2 17 3.75 2 3.4











Remark::



CENTURY BV

ZLAS


Not Controlled

G312-047

1644-0012

1644-0011

251 ft

Routine Assessment

Sanitary

0011/1644-0012/1644




















1644-0012

1644-0011


4235 2200 24 4 28 3 2 2.8











Remark::

20080623 YOTV0708G Dry Rigo Alvarez 1218 71575


ALLEY

ZLAS

Light Highway

Not Controlled

R311-001

1644-0017

1644-0018

298.6 ft

Routine Assessment

Sanitary

0017/1644-0018/1644






8.30 00:01:50 60General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
















189.20 00:17:12 85, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: NO


1644-0017




Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080623 YOTV0708G Dry Rigo Alvarez 1218 71575

















1644-0018


4134 2112 34 4 38 2.27 1.33 2.11











Remark::



ALLEY

ZLAS

Light Highway

Not Controlled

R311-001

1644-0018

1644-0019

299.3 ft

Routine Assessment

Sanitary

0018/1644-0019/1644
















65.50 00:07:40 128, b M 3Roots Medium Lateral, at 3 o'clock, 45 %, within 8 inch: NO











1644-0018


















299.30 00:23:50 165Manhole, within 8 inch: NO, Remarks: 1644-00191644-0019


4131 3121 34 5 39 2 2.5 2.05











Remark::



107TH ST

ZLAS

Light Highway

Not Controlled

R311-003

1645-0049

1645-0048

319.3 ft

Routine Assessment

Sanitary

0048/1645-0049/1645


















1645-0049

1645-0048


4100 2100 4 2 6 4 2 3











Remark::



VAN NESS AV

ZLAS

Light Highway

Not Controlled

R311-003

1645-0004

1645-0005

261 ft

Routine Assessment

Sanitary

0004/1645-0005/1645















236.70 00:11:04 1223, b S 5Broken Soil Visible, from 11 to 2 o'clock, within 8 inch: YES





1645-0004

1645-0005


5100 2100 5 2 7 5 2 3.5











Remark::



109TH ST

ZLAS

Light Highway

Not Controlled

R311-006

1645-TRNK

1645-0097

86.1 ft

Routine Assessment

Sanitary

0097/1645-TRNK/1645






13.60 00:02:55 2015, b S 5Broken Soil Visible, from 11 to 2 o'clock, within 8 inch: NO


73.00 00:05:59 2018, b M 2Deposits Attached Encrustation, from 3 to 5 o'clock, 5 %, within 8 inch: YES

79.00 S1 00:06:47 2020, b M 2Deposits Attached Encrustation, from 2 to 7 o'clock, 5 %, within 8 inch:YES, Start

86.10 00:08:19 2022, bAbandoned Survey, within 8 inch: NO, Remarks: Due To Deposits Attached

86.10 F1 00:08:51 2024 M 2Deposits Attached Encrustation, from 2 to 7 o'clock, 5 %, within 8 inch:YES, End

1645-TRNK


5100 2400 5 8 13 5 2 2.6











Remark::



MANHATTAN PL

ZLAS

Light Highway

Not Controlled

R311-007

1645-0090

1645-0089

299.6 ft

Routine Assessment

Sanitary

0089/1645-0090/1645






8.40 00:01:43 2178General Observation, within 8 inch: NO, Remarks: Pipe Joint length 3'





81.10 00:05:00 2183, b M 4Roots Ball Lateral, at 9 o'clock, 80 %, within 8 inch: NO


82.30 00:06:24 2187, bRoots Medium Joint, from 7 to 11 o'clock, 45 %, within 8 inch: YES


129.60 00:08:38 2190, b M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO












1645-0090
















4233 4121 22 9 31 2.44 1.8 2.21











Remark::



RUTHELEN AV

ZLAS

Light Highway

Not Controlled

R311-008

1645-0113

1645-0101

298.8 ft

Routine Assessment

Sanitary

0101/1645-0113/1645






10.60 00:01:37 2555, b M 2Deposits Attached Grease, at 12 o'clock, 5 %, within 8 inch: YES



















1645-0113










217.30 00:14:38 2588, b M 3Roots Medium Connection, at 9 o'clock, 45 %, within 8 inch: NO







4131 3122 17 8 25 2.43 2 2.27











Remark::

20080703 Y0TV0607C Dry Rigo Alvarez 1326 71567


WILTON PL

ZLAS

Light Highway

Not Controlled

R311-009

1645-0075

1645-0076

349.4 ft

Routine Assessment

Sanitary

0075/1645-0076/1645




























1645-0075




Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080703 Y0TV0607C Dry Rigo Alvarez 1326 71567








1645-0076


4139 2100 42 2 44 2.63 2 2.59











Remark::



IMPERIAL HWY

ZLAS

Light Highway

Not Controlled

R311-010

1645-0060

1645-0059

298.2 ft

Routine Assessment

Sanitary

0059/1645-0060/1645






11.80 00:02:09 3142General Observation, within 8 inch: NO, Remarks: Pipe joint Length 3'






82.90 00:06:57 3152, b S 2Crack Spiral, from 7 to 10 o'clock, within 8 inch: YES
















1645-0060













4135 2112 24 4 28 2.4 1.33 2.15











Remark::



ALLEY

ZLAS

Light Highway

Not Controlled

R311-011

1645-0017

1645-0006

248.7 ft

Routine Assessment

Sanitary

0006/1645-0017/1645








7.60 00:03:51 3497, b M 2Deposits Attached Encrustation, from 12 to 4 o'clock, 5 %, within 8 inch:YES


14.00 00:04:46 3500General Observation, within 8 inch: NO, Remarks: Pipe joint Length 3'










1645-0017

1645-0006


4121 2212 7 6 13 2.33 1.5 1.86











Remark::



WILTON PL

ZLAS

Light Highway

Not Controlled

R311-014

1645-0141

1645-0142

334 ft

Routine Assessment

Sanitary

0141/1645-0142/1645





















1645-0141

1645-0142


4131 2100 7 2 9 3.5 2 3











Remark::

20080616 Y0TV0607C Dry Anthony Hernandez 1454 68578

288.00 LACDPW ZLAS Jetting 1701

ALLEY

ZLAS

Alley

Not Controlled

A315-003

1701-0150

1756-0126

325.6 ft

Maintenance Related

Sanitary

0150/1701-0126/1756

Circular 8"Vitrified Clay Pipe Pipe Length:



























1701-0150




Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080616 Y0TV0607C Dry Anthony Hernandez 1454 68578




168.60 00:20:19 767, b M 1Alignment Left, within 8 inch: NO


















5222 3224 24 16 40 1.71 2 1.82











Remark::



ALLEY

ZLAS

Alley

Not Controlled

A315-003

1756-0126

1756-0127

319.2 ft

Maintenance Related

Sanitary

0126/1756-0127/1756



























1756-0126












282.70 00:21:44 833, bTap Break-in Active, at 12 o'clock, 4", within 8 inch: NO






1756-0127


5122 2500 16 10 26 1.6 2 1.73











Remark::



ALLEY

ZLAS

Alley

Not Controlled

A315-003

1701-0151

1701-0152

350.3 ft

Maintenance Related

Sanitary

0151/1701-0152/1701



























1701-0151












153.60 00:17:21 1014Tap Factory Abandoned, at 10 o'clock, 6", within 8 inch: NO




261.20 00:22:01 1019, bTap Factory Active, at 3 o'clock, 6", within 8 inch: NO


312.40 00:25:04 1023Tap Factory Abandoned, at 3 o'clock, 6", within 8 inch: NO





1701-0152


5124 3125 25 15 40 1.47 1.88 1.6











Remark::



IMPERIAL HWY

ZLAS


Not Controlled

G312-049

1645-TRNK

1645-0035

94.1 ft

Routine Assessment

Sanitary

0035/1645-TRNK/1645








15.20 S1 00:03:33 46, b S 1Joint Offset Medium, within 8 inch: YES, Start


38.00 S3 00:05:17 51 M 4Camera Underwater, within 8 inch: NO, Start




94.10 F1 00:09:14 56 S 1Joint Offset Medium, within 8 inch: YES, End

94.10 F3 00:09:30 57 M 4Camera Underwater, within 8 inch: NO, End


94.10 00:10:08 59Abandoned Survey, within 8 inch: NO, Remarks: Completes inspection of e

1645-TRNK


5113 4232 8 22 30 2 2.75 2.5

ENCLOSURE 5:

CCTV Sewer Inspection

Project Schedule

Unincorporated South Yard CCTV PROJECT SCHEDULE FISCAL YEAR PROJECT NAME LENGTH (FT) STATUS

2005-2006 Y0TV0506B 193,883 COMPLETED

2006-2007 Y0TV0607A 123,540 REPORT PENDING

2007-2008 Y0TV0708G 359,110 COMPLETED

2008-2009 Y0TV0809D 116,855 REPORT PENDING

2009-2010 Y0TV0910A 139,245 REPORT PENDING

2009-2010 Y0TV0910D 300,619 FUTURE PROJECT

2010-2011 278,232

2011-2012 92,152

2012-2013 306,486

2012-2013 106,189

2012-2013 3,779

2013-2014 26,580

2014-2015 69,265

TOTAL (FT): 2,115,935 TOTAL (MILES) 401

November 12, 2009 TO: Nicholas Agbobu LA... · 2013. 8. 13. · November 12, 2009 TO: Nicholas...

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Transcript of November 12, 2009 TO: Nicholas Agbobu LA... · 2013. 8. 13. · November 12, 2009 TO: Nicholas...