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GAIL FARBER, Director
April 12, 2011
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
900 SOUTI1 FRINIONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5 ISO
1111p:ildpw.laCouray.gOV ADDRESS ALL CORRESPONDENCE TO:P 0. BOX 1460
ALHAMBRA. CALIFORNIA 91802-1460
IN REPLY PLEASE
REFER TO FILE SM -1
Mr. Victor Rollinger, Service General ManagerCity of Carson701 East Carson StreetCarson, CA 90745
Attention Mr. Gilbert Marquez
Dear Mr. Rollinger:
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT NO. YOTV0809D
This letter is to inform you that as part of the Sewer Condition Assessment Program, theCounty of Los Angeles Department of Public Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television inspection of 199,734 feet or22.2 percent of the City of Carson's sewer system.
The enclosed report outlines the structural and maintenance ratings of your systembased on the Pipeline Assessment and Certification Program's rating methodology.Included in the report are the following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report Priority List and Quick Maintenance RatingMap (Enclosure 2)
• High Water Levels List and Map (Enclosure 2)
• Infiltration List and Map (Enclosure 2)
• Quick Structural Rating Report Priority List and Quick Structural Rating Map(Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 arid 5 (Enclosure 4)
Mr. Victor RoflingerApril 12, 2011Page 2
The Condition Assessment Report will provide you with details regarding themaintenance and structural condition of your City's sewer mainlines. This informationcan be included in your agency's Sewer System Management Plan as a reference inChapter 8.0 System Evaluation and Capacity Assurance Plan. The segments withcritical maintenance issues have been cleaned and incorporated into our routinecleaning schedule for continued monitoring. In addition; the segments with severestructural defects have either been repaired or will be scheduled for repair as part of the
ongoing Accumulative Capital Outlay Project.
If you have any questions regarding this report or the Condition Assessment Program,please contact Mr. Robed Swartz, Sewer Maintenance Division, at (626) 300-3367,Monday through Friday, 8 a.m. to 4 p.m., or rswartz©dpw.lacounty.gov .
Very truly yours,
GAIL FARBERDirector of Public Works
KEITH E. LENTOAssistant Deputy DirectorSewer Maintenance Division
HK:dhCoverLetter"ProjNo.Y0TV0809D
Enc.
bc: Programs Development (MANNING)
KL, MM, RS, FV, File (Project YOTV0809D), SPINDLE
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0809D PROJECT MGR: Eric Liu PROJECT DATE: 01/26/2009 CONTACT NO: (626) 300-3369 SUP. DISTRICT(s): 2 MAP PAGE(S): 1705, 1706,1760 & 1761 Report By: Hanna Kebede Report Date: 03/09/2011 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 199,734 feet or 22.2 percent of the City of Carson’ sewer system. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0809D included sewer lines located in the Cities of Carson, Palmdale, Palos Verdes Estates and Rolling Hills Estates and unincorporated County of Los Angeles area. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows: Grade Description Estimate time to Failure
1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future
2: GOOD: Defects that have not begun to deteriorate. 20 years or more
3: FAIR: Moderate defects that will continue to deteriorate. 10 to 20 years
4: POOR: Severe defects that will become grade 5 defects within the foreseeable future. 5 to 10 years
5: IMMEDIATE ATTENTION: Defects requiring immediate attention.
Has failed or will likely fail within the next 5 years
MAINTENANCE REPORT Our inspection revealed that approximately 71.5 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 28.5 percent of the inspected pipe segments within the City of Carson area had a PACP maintenance grade of 3, 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 on this list are deficiencies discovered inside lateral connections to the mainline. The District does not maintain lateral lines; it is the responsibility of the property owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. A letter will be sent to the lateral owner notifying them of the maintenance issues discovered in their lateral. A sample lateral notice letter is provided in Enclosure 2 for your reference. In addition, a color-coded map showing the quick maintenance rating for each pipe segment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 108,988 54.6 498 2: Good 33,726 16.9 152 3: Fair 33,145 16.6 124 4: Poor 20,978 10.5 87 5: Immediate Attention 2,897 1.4 15
TOTAL 199,734 100.0 876 High Water Levels Our inspection revealed that approximately 97.3 percent of the system televised has adequate capacity. However, the remaining 2.7 percent of the inspected segments included deficiencies associated with high water levels. Capacity of the sewer pipe can be determined by analyzing several PACP codes, including Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line. A sewer pipe can be considered at capacity when 50% of the diameter of sewer pipe is full of water. However, there are particular conditions in which the water level or water mark has reached 50% or greater due to heavy flows in adjoining pipes, a temporary stoppage
due to debris in the sewer lines, or a sag in the line. Therefore, additional review of all pipe segments with such high water level concerns was conducted to determine capacity issues, if any. All sewer pipes where Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in the line are at or above 50% capacity, have been outlined and analyzed on the High Water Level table in Enclosure 2. The nature of these high water level conditions is also summarized on this table. Infiltration Our inspection revealed that approximately 0.5 percent of the system included in this project has infiltration within the pipe segment. Infiltration is the ingress of groundwater into the sewers through a defect or porous area of the pipe wall. All sewer pipes where infiltration has been found are listed on the Infiltration table (Enclosure 2). This table also provides the proposed corrective action for these impacted sewer segments. If a corrective method is proposed, the remediation will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A map showing the sewer lines with high water levels and infiltration is provided in Enclosure 2. STRUCTURAL REPORT Our inspection revealed that approximately 97.1 percent of the inspected pipe segments within the City of Carson were free of severe structural defects. However, the remaining 2.9 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. The segment has been place on a priority list based on the severity and the need for action. For Items 1 through 24 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed corrective method will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection report for these 24 segments are included in Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 122,125 61.1 550 2: Good 46,660 23.4 186 3: Fair 25,145 12.6 116 4: Poor 1,521 0.8 7 5: Immediate Attention 4,283 2.1 17
TOTAL 199,734 100.0 876
FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the City of Carson according to the following schedule.
FISCAL YEAR PROJECT NAME
LENGTH (FT)
PERCENTAGE OF SYSTEM STATUS
2008-2009 Y0TV0809D 199,734 22.2 COMPLETED 2009-2010 Y0TV0910D 223,795 24.8 IN PROGRESS 2013-2014 2_5 273,838 30.4 FUTURE 2014-2015 2_4 203,659 22.6 FUTURE
TOTAL 901,026 100.0
ENCLOSURE 1:
Project Overview Map
ÍP
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S-1706S-1761
S-1705
S-1760
S-1707
S-1652
LegendSMD Sanitary Sewers
ÍP SMD Pump Stations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV Project AreaY0TV0809D
OVERVIEW MAP
MARCH 2011
0 460 920 1,380 1,840
Feet
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
Cities of Palmdale, Carson,
Rolling Hills Estates, Palos Verdes Estates,&County Unincorporated
CCTV PROJECT
Y0TV0809D
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List • Quick Maintenance Rating Map • High Water Levels • Infiltration • High Water Levels and Infiltration Map • Sample Lateral Notice Letter
ITEM NO.
QMR START MH END MH STREET OBSERVATION Corrective Action Taken Completed Date
1 5241 1706‐0491 1706‐0489 EASEMENT by PACIFIC ST Deposits: attached grease Hydrojet 10/13/20102 5232 1761‐0095 1761‐0093 238TH ST Deposits: attached grease; roots Hydrojet 10/18/20103 5231 1761‐0077 1761‐0078 ALLEY BY LINCOLN ST Deposits: attached grease Hydrojet 10/18/20104 513D 1761‐0244 1761‐0245 ALLEY BY LOMITA BL Deposits: attached grease; water level high Hydrojet 10/18/20105 5131 1706‐0541 1706‐0543 EASEMENT by GULF AV Deposits: attached grease Hydrojet 10/28/20106 5131 1705‐0622 1705‐0621 EASEMENT by FIGUERROA ST Obstacle: near MH 621 Rodded 10/29/20107 512T 1761‐0088 1761‐0087 REALTY ST Deposits: attached grease Hydrojet 10/18/20108 512C 1761‐0174 1761‐0175 CAMEL BACK NORTH Deposits: attached grease; roots Hydrojet 10/18/20109 5122 1706‐0316 1706‐0277 CAROLDALE AV Roots: water level sag (35%) Hydrojet 01/21/201110 5121 1706‐0488 1706‐0489 PACIFIC ST Deposits: attached grease Hydrojet 10/13/201011 5112 1761‐0079 1761‐0080 ALLEY BY AVALON BL Deposits: attached encrustation Hydrojet 10/18/201012 5111 1761‐0024 1761‐TRNK REALTY ST Infiltration gusher: 11' Hydrojet 10/18/201013 5100 1705‐0569 1706‐0325 EASEMENT by W 229TH ST Deposits Rodded 10/29/201014 5100 1706‐0436 1706‐0435 MAIN ST Deposits: attached grease Rodded 10/22/201015 5100 1705‐0979 1705‐0978 EASEMENT by FIGUERROA ST Obstacle: near MH 978 Rodded 10/29/201016 4C00 1761‐0002 1761‐0301 ISLAND AV Water level sag (40%‐50%); camera underwater Hydrojet 10/18/201017 4C00 1705‐0595 1705‐0594 228TH ST Camera underwater entire segment Rodded 10/22/201018 4A3A 1706‐0431 1706‐0432 MAIN ST Water level sag (50%); camera underwater Hydrojet 10/13/201019 4A31 1761‐0112 1706‐0661 EASEMENT BY MARIBEL AV Deposits: attached grease Hydrojet 10/18/201020 461C 1706‐0370 1706‐0369 233RD ST Roots Rodded 10/08/201021 4632 1706‐0369 1706‐0368 233RD ST Roots Rodded 10/08/201022 441E 1706‐0371 1706‐0370 233RD ST Roots Rodded 10/08/201023 4434 1761‐0185 1761‐0186 TOMAHAWK LN Roots; deposits Rodded 10/14/201024 4432 1706‐0368 1706‐0367 233RD ST Roots Rodded 10/08/201025 4335 1706‐0255 1706‐0256 ORCHARD AV Roots Rodded 10/15/201026 4334 1706‐0375 1706‐0374 234TH ST Roots Rodded 10/15/201027 4334 1706‐0404 1706‐0405 ARCHIBALD AV Roots Rodded 10/08/201028 4333 1706‐0391 1706‐0390 235TH ST Deposits: attached grease; water level sag Hydrojet 10/13/201029 4332 1761‐0172 1761‐0178 PALAMINO LN Roots Rodded 10/29/201030 4332 1761‐0275 1761‐0274 INDIAN SCHOOL LN Deposits: attached grease; roots Rodded 10/14/201031 4331 1761‐0076 1706‐0493 ALLEY BY FRIES AV Deposits: attached grease; roots Hydrojet 10/03/201032 4331 1705‐0535 1705‐0534 MONETA AV Roots; high water level Rodded 10/22/201033 4313 1706‐0392 1706‐0391 235TH ST Water level (25%) Hydrojet 10/13/201034 423J 1706‐0327 1706‐0318 231ST ST Water level sag (30%‐ 50%); camera underwater Hydrojet 10/13/201035 423D 1705‐0529 1705‐0408 223RD ST Water Level sag (50%); camera underwater Rodded 10/22/201036 4233 1706‐0388 1706‐0387 234TH ST Roots Rodded 10/08/201037 4233 1706‐0399 1706‐0400 235TH ST Water level (25%‐30%) Rodded 10/08/201038 4233 1706‐0372 1706‐0373 233RD ST Roots Rodded 10/08/201039 4233 1761‐0272 1761‐0273 JACKRABBIT LN Roots Rodded 10/14/201040 4232 1705‐0550 1705‐0551 226TH ST Roots: lateral 7' and 320' Lateral notice will be sent to property owner. 41 4231 1706‐0664 1706‐0588 CATSKILL AV Roots; water level (10%‐20%) Hydrojet 10/18/201042 4231 1705‐0552 1705‐0553 226TH ST Roots Rodded 10/18/201043 4231 1706‐0396 1706‐0397 235TH ST Deposits: attached grease; water level sag (35%) Rodded 10/08/201044 4231 1706‐0404 1706‐0409 CARRIAGEDALE DR Roots; water level (20%‐25%) Rodded 10/08/201045 4231 1706‐0404 1706‐0403 CARRIAGEDALE DR Roots; water level (20%‐25%) Rodded 10/08/201046 4231 1706‐0402 1706‐0403 NAFFA AV Roots Rodded 10/08/201047 4231 1761‐0196 1761‐0197 LARIAT LN Roots inside lateral Lateral notice will be sent to property owner. 48 4211 1761‐0230 1761‐0231 ALLEY BY LOMITA BL Alignment down (25%); obstacle near MH 231 Hydrojet 10/03/201049 4211 1706‐0432 1706‐0433 MAIN ST Water level sag (80%); camera underwater Rodded 10/22/201050 4200 1706‐0436 1706‐0437 MAIN ST Roots Rodded 10/08/201051 413F 1706‐0514 1706‐0513 EASEMENT BY MARIBELLA AV Deposits: attached grease Hydrojet 10/28/201052 413D 1706‐0334 1706‐0331 231ST ST Water level sag (50%); camera underwater Hydrojet 10/13/201053 413D 1761‐0140 1761‐0139 SCOTTSDALE NORTH Deposits: attached grease Hydrojet 10/18/201054 413C 1761‐0237 1761‐0235 FRIES AV Deposits: attached grease Rodded 10/15/201055 413A 1761‐0035 1761‐0036 BANNING BV Deposits: attached grease Rodded 10/15/201056 4138 1706‐0489 1706‐0486 EASEMENT by PACIFIC ST Deposits: attached grease Hydrojet 10/28/201057 4135 1761‐0300 1761‐0059 WILMINGTON AV Water level sag (50%‐65%); camera underwater Hydrojet 10/18/201058 4135 1761‐0171 1761‐0177 QUAIL ROW LN Roots Rodded 10/15/201059 4134 1705‐0533 1705‐0534 223RD ST Water level (35%‐50%); camera underwater Rodded 10/15/201060 4134 1761‐0173 1761‐0179 OCOTILLO LN Roots Rodded 10/15/201061 4133 1761‐0194 1761‐0195 MESQUITE LN Roots; water level high Rodded 10/15/201062 4133 1705‐0536 1705‐0535 MONETA AV Roots; water level (20%‐25%) Rodded 10/15/201063 4133 1706‐0408 1706‐0407 ATMORE AV Deposits: attached grease; encrustation 216'‐225' Rodded 10/22/201064 4132 1705‐0576 1705‐0575 EASEMENT by NICOLLE AV Roots Rodded 10/22/201065 4132 1706‐0373 1706‐0274 233RD ST Roots Hydrojet 10/05/201066 4132 1706‐0408 1706‐0409 ATMORE AV Roots Hydrojet 10/05/2010
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)as of 07/08/09
ITEM NO.
QMR START MH END MH STREET OBSERVATION Corrective Action Taken Completed Date
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)as of 07/08/09
67 4132 1761‐0199 1761‐0200 KINSWOOD LN Roots inside lateral Lateral notice will be sent to property owner. 68 4131 1706‐0611 1706‐0610 ALLEY BY E 237TH ST Deposits: attached grease; water level high (25%) Hydrojet 10/04/201069 4131 1706‐0694 1706‐0586 ALLEY BY DOLORES ST Roots Rodded 10/22/201070 4131 1761‐0169 1761‐0176 RAWHIDE LN Roots inside laterals 39' and 190' Lateral notice will be sent to property owner. 71 4131 1706‐0522 1706‐0521 EASEMENT BY DOLORES ST Obstacles: MH 521 Hydrojet 11/03/201072 4131 1706‐0403 1706‐0264 CARRIAGEDALE DR Roots; water level (20%) Hydrojet 10/05/201073 4131 1706‐0478‐A 1706‐0479 NEPTUNE AV Deposits: attached grease Hydrojet 10/28/201074 4131 1706‐0447 1706‐TRNK MAIN ST Alignment down (45%); obstacle (126') Hydrojet 11/03/201075 412R 1761‐0313 1761‐0314 236TH ST Water level sag (25%‐50%); camera underwater Hydrojet 10/06/201076 412Q 1761‐0240 1761‐0237 FRIES AV Deposits: attached grease; roots Hydrojet 10/04/201077 412I 1706‐0512 1706‐0513 EASEMENT BY MARIBELLA AV Water level high; camera underwater; corrosion Hydrojet 10/28/201078 412B 1706‐0479 1706‐TRNK NEPTUNE AV Deposits: attached grease; water level sag (25%); alignment down (25%) Hydrojet 10/28/201079 4129 1705‐0547 1705‐0546 225TH ST Roots; water sag (35%) Rodded 10/22/201080 4125 1761‐0114 1761‐0115 MARIBEL AV Deposits: attached grease; water level (25%) Hydrojet 10/06/201081 4123 1706‐0591 1706‐0496 PANAMA AV Water level (40%‐50%); camera underwater Hydrojet 10/28/201082 4122 1706‐0543 1706‐0544 EASEMENT GULF AV Deposits (asphalt) at 74' Hydrojet 10/28/201083 4122 1706‐0636 1706‐0635 229TH PL Roots; deposits: attached grease; water level high Hydrojet 10/04/201084 4122 1761‐0142 1761‐0188 VAQUERO LN Roots Hydrojet 10/06/201085 4122 1706‐0376 1706‐0375 234TH ST Roots inside lateral Lateral notice will be sent to property owner. 86 4121 1706‐0388 1706‐0273 234TH ST Roots Hydrojet 10/05/201087 4121 1706‐0496 1706‐0497 EASEMENTBY SEPULVEDA BV Water level (40%‐50%); camera underwater Hydrojet 10/28/201088 4121 1761‐0007 1761‐0006 247TH ST Roots insiede lateral Lateral notice will be sent to property owner. 89 4121 1761‐0303 1761‐TRNK SEPULVEDA BV Alignment down (25%) No action needed. 90 4121 1706‐0389 1706‐0269 235TH ST Water level (25%‐35%) Hydrojet 10/07/201091 4121 1706‐0281 1706‐0280 FIGUEROA ST Roots Hydrojet 10/07/201092 4121 1706‐0676 1706‐TRNK FIGUEROA ST Alignment down (25%) No action needed. 93 4121 1706‐0292 1706‐0670 FIGUEROA ST Deposits: attached grease; alignment down (45%) Hydrojet 10/04/201094 411D 1706‐0422 1706‐0421 CARRIAGEDALE DR Roots Hydrojet 10/07/201095 411A 1761‐0252 1706‐0638 ALLEY BY E 230TH ST Roots Hydrojet 10/06/201096 411A 1706‐0539 1706‐0538 EASEMENT BY MAIN ST Roots Hydrojet 10/04/201097 4114 1705‐0560 1705‐0564 EASEMENT by 226TH PL Roots inside lateral Lateral notice will be sent to property owner. 98 4112 1706‐0441 1706‐0442 MAIN ST Roots inside lateral Lateral notice will be sent to property owner. 10/22/201099 4111 1706‐0511 1706‐0667 EASEMENT by REALTY ST Alignment left down, 35% No action needed. 11/03/2010100 4100 1705‐0531 1705‐0530 223RD ST Water level (35%‐50%); camera underwater Rodded 10/22/2010101 4100 1706‐0433 1706‐0434 MAIN ST Roots inside lateral: 130' Lateral notice will be sent to property owner. 102 4100 1705‐0978 1705‐TRNK EASEMENT by FIGUERROA ST Alignment down (35%) No action needed. 10/04/2010103 3F21 1761‐0164 1761‐0162 PARADISE VALLEY NO. Deposits: attached grease Hydrojet 01/21/2011104 3C00 1761‐0149 1761‐0148 SCOTTSDALE SOUTH Water level sag (35%‐50%) Hydrojet 01/28/2011105 3B00 1706‐0331 1706‐0327 231ST ST Water level sag (35%‐50%) Hydrojet 01/28/2011106 3A23 1705‐0618 1705‐0619 223RD ST Water level sag (40%); deposits: attached grease Hydrojet 01/28/2011107 3A11 1706‐0352 1706‐0351 230TH ST Water level sag (35%‐50%) Hydrojet 01/28/2011108 3A00 1761‐0044 1761‐0043 SEPULVEDA BV Water level sag (40%) Hydrojet 01/28/2011109 3922 1706‐0500 1706‐0516 ALLEY BY SEPULVEDA BL Deposits: attached grease Hydrojet 01/28/2011110 372F 1706‐0270 1706‐0271 EASEMENT by FIGUERROA ST Water level sag (25‐50%); deposits: attached grease Hydrojet 01/28/2011111 3700 1706‐0340 1706‐0337 231ST ST Water level sag (40%) Hydrojet 01/28/2011112 3700 1706‐0435 1706‐0381 234TH ST Water level sag (40%) Hydrojet 01/28/2011113 362A 1705‐0009 1705‐0010 FIGUEROA ST Deposits Hydrojet 01/28/2011114 351A 1705‐0558 1705‐0557 226TH PL Roots; water level (50%) Hydrojet 01/28/2011115 3429 1761‐0164 1761‐0139 CENTRAL PARK NORTH Deposits: attached grease; water level sag (25%) Rodded 01/21/2011116 3421 1706‐0310 1706‐0309 EASEMENTby 229th ST Roots Hydrojet 01/24/2011117 3421 1706‐0423 1706‐0424 FRIGATE AV Roots inside lateral: 153' Lateral notice will be sent to property owner. 118 3421 1706‐0271A 1706‐0271 FIGUERROA ST Water level sag (25‐50%); deposits: attached grease Hydrojet 02/22/2011119 341I 1706‐0503 1706‐0504 EASEMENT by REALTY ST Roots inside lateral: 77' Lateral notice will be sent to property owner. 120 332G 1705‐0530 1705‐0529 223RD ST Water level sag (25‐50%) Rodded 02/22/2011121 3325 1761‐0113 1761‐0114 MARIBEL AV Deposits: attached grease Rodded 01/24/2011122 331J 1761‐0140 1761‐0190 YELLOW BOOT LN Roots Hydrojet 01/24/2011123 331A 1706‐0416 1706‐0415 CARIAGEDALE DR Roots inside lateral: 183' Lateral notice will be sent to property owner. 124 3318 1761‐0105 1706‐0602 237TH ST Roots inside laterals: 158',216' and 271' Lateral notice will be sent to property owner. 125 3318 1706‐0580 1706‐0579 229TH ST Water level (sag); deposits: attached grease Hydrojet 01/21/2011126 3315 1705‐0575 1705‐0574 EASEMENT by NICOLLE AV Roots inside laterals: 111',165' and 232' Lateral notice will be sent to property owner. 127 322C 1761‐0162 1761‐0163 PARADISE VALLEY NO. Roots inside laterals: 30' and 193' Lateral notice will be sent to property owner. 128 3225 1705‐0548 1705‐0547 225TH ST Roots inside lateral: 93' Lateral notice will be sent to property owner. 129 3224 1706‐0526 1706‐0663 EASEMENT by ENOLA AV Roots; deposits: attached grease Rodded 02/22/2011130 3224 1761‐0283 1761‐0282 GOLD DUST LN Roots inside laterals: 32',149' and 151' Lateral notice will be sent to property owner. 131 3223 1761‐0109 1761‐0108 EASEMENT by IDABELLA AV Roots; deposits: attached grease Hydrojet 01/24/2011132 3223 1761‐0139 1761‐0191 ZUNI LN Deposit: attached grease Hydrojet 01/24/2011
ITEM NO.
QMR START MH END MH STREET OBSERVATION Corrective Action Taken Completed Date
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)as of 07/08/09
133 3222 1705‐0592 1705‐0593 228TH ST Infiltration dripper: 45'; deposits: attached grease Hydrojet 01/24/2011134 3221 1761‐0106 1761‐0105 PACIFIC ST Roots; deposits: attached grease Hydrojet 01/31/2011135 3221 1761‐0161 1761‐0163 PARADISE VALLEY NO. Roots Hydrojet 01/31/2011136 3221 1706‐0275 1706‐0274 CAROLDALE AV Water level: sag (40‐50%) Hydrojet 01/31/2011137 3221 1706‐0271A 1706‐0272 FIGUERROA ST Roots inside laterals: 38' and 62' Lateral notice will be sent to property owner. 138 321B 1705‐0543 1705‐0544 224TH PL Roots inside lateral: 142' Lateral notice will be sent to property owner. 139 321A 1705‐0020 1705‐0021 224TH ST Roots Hydrojet 01/31/2011140 321A 1706‐0421 1706‐0416 CARRIAGEDALE DR Roots in lateral: 218' Lateral notice will be sent to property owner. 141 321A 1706‐0256 1706‐0257 ORCHARD AV Roots inside lateral: 283' Lateral notice will be sent to property owner. 142 3219 1706‐0564 1706‐0565 232ND PL Roots inside lateral: 154' Lateral notice will be sent to property owner. 143 3219 1705‐1058 1705‐0554 226TH PL Roots Hydrojet 01/31/2011144 3216 1706‐0634 1706‐0635 GRACE AV Deposits: attached grease; roots Hydrojet 01/21/2011145 3216 1761‐0280 1761‐0281 HICKOCK LN Roots Hydrojet 01/31/2011146 3215 1705‐0523 1705‐0522 227TH ST Roots Hydrojet 01/31/2011147 3215 1705‐0607 1705‐0022 224TH ST Water level (25%) Hydrojet 01/31/2011148 3215 1761‐0279 1761‐0278 HORSESHOE LN Roots in lateral: 34' Lateral notice will be sent to property owner. 149 3214 1706‐0361 1706‐0362 232ND ST Roots Hydrojet 01/21/2011150 3213 1706‐0364 1706‐0365 232ND PL Roots inside lateral: 247' Lateral notice will be sent to property owner. 151 3213 1705‐0603A 1705‐0604 MONETA AV Roots Hydrojet 01/21/2011152 3212 1706‐0415 1706‐0414 NICOLLE AV Roots inside lateral: 183' Lateral notice will be sent to property owner. 153 3211 1761‐0063 1761‐0062 PACIFIC ST Water level sag (25%); deposits: attached grease Hydrojet 01/31/2011154 312Z 1761‐0036 1761‐0062 PACIFIC ST Deposits: attached grease; water level sag (25%); roots Hydrojet 01/24/2011155 312I 1761‐0312 1761‐0313 236TH ST Tap break in intruding: 112'; water level sag (25%) Rodded 02/11/2011156 312I 1761‐0175 1761‐0181 MILLWARD LN Deposits: attached grease; roots Hydrojet 01/24/2011157 312A 1761‐0247 1761‐0246 MARINE AV Deposits: attached grease Hydrojet 01/24/2011158 312A 1706‐0341 1706‐0342 FRIGATE AV Deposits: attached grease; encrustation Hydrojet 01/31/2011159 3127 1706‐0355 1706‐0356 229TH ST Infiltration dripper: inside MH 1706‐0356 Hydrojet 01/31/2011160 3126 1706‐0602 1706‐0595 PANAMA AV Deposits: attached grease; water level high; roots Hydrojet 01/21/2011161 3125 1706‐0651 1706‐0654 EASEMENT by 232ND ST Deposits: attached grease; water level high; roots Hydrojet 01/21/2011162 3125 1761‐0114 1706‐0607 234TH ST Deposits: attached grease; water level high Rodded 02/11/2011163 3123 1706‐0629 1706‐0630 CATSKILL AV Deposits: attached grease; roots Rodded 02/22/2011164 3123 1761‐0193 1761‐0192 SQUAW PEAK LN Roots Hydrojet 01/31/2011165 3123 1761‐0036 1761‐0049‐A PACIFIC ST Deposits: attached grease; roots Hydrojet 02/22/2011166 3122 1706‐0497 1706‐0491 EASEMENT by LINCOLN ST Deposits: attached grease; water level (40%) Hydrojet 01/24/2011167 3122 1761‐0251 1706‐0635 229TH PL Deposits: attached grease Rodded 01/31/2011168 3122 1706‐0535 1706‐0536 EASEMENT by SEPULVEDA BV Roots inside laterals: 46' and 140' Lateral notice will be sent to property owner. 169 3122 1761‐0158 1761‐0284 GERONIMO LN Roots inside laterals: 190' and 229' Lateral notice will be sent to property owner. 170 3122 1706‐0280 1706‐0279 FIGUERROA ST Roots inside lateral: 109' Lateral notice will be sent to property owner. 171 3121 1761‐0239 1761‐0240 FRIES AV Roots inside lateral: 123' Lateral notice will be sent to property owner. 172 3121 1706‐0453 1706‐0454 MARBELLA AV Deposits: attached grease inside lateral: 119' Lateral notice will be sent to property owner. 173 3121 1706‐0550 1706‐0586 ALLEY BY 235TH ST Roots Hydrojet 01/31/2011174 3121 1706‐0585 1706‐0584 ALLEY By 229TH ST Roots inside lateral: 63' Lateral notice will be sent to property owner. 175 3121 1706‐0536 1706‐0537 EASEMENT by GULF AV Deposits: attached grease; roots; intruding tap break‐in: 49' Rodded 01/21/2011176 3121 1705‐0551 1705‐0552 226TH ST Roots inside lateral: 85' Lateral notice will be sent to property owner177 3121 1706‐0337 1706‐0334 231ST ST Infiltration dripper: near MH 337; deposits: attached grease Hydrojet 01/21/2011178 3121 1705‐1072 1705‐0004 228TH ST Roots inside lateral: 94' Lateral notice will be sent to property owner. 179 3121 1761‐0135 1761‐0286 STAGECOACH LN Roots inside lateral: 65' Lateral notice will be sent to property owner. 180 3121 1761‐0046 1761‐0047 LINCOLN ST Roots inside lateral: 208' Lateral notice will be sent to property owner. 181 3121 1706‐0449 1706‐0674 MAIN ST Surface corrosion (metal pipe); Obstacle: external pipe inside MH 674 Hydrojet 02/22/2011182 311K 1705‐0542 1705‐0543 224TH PL Roots inside lateral: 207' Lateral notice will be sent to property owner. 183 311E 1706‐0574 1706‐0573 230TH ST Roots Hydrojet 01/21/2011184 311E 1761‐0154 1761‐0153 SCOTTSDALE SOUTH Roots Hydrojet 01/24/2011185 311E 1706‐0510 1706‐0512 EASEMENT by REALTY ST Roots inside lateral: 98' Lateral notice will be sent to property owner. 186 311C 1761‐0106 1761‐0107 237TH ST Roots Hydrojet 01/21/2011187 311B 1706‐0380 1706‐0381 234TH ST Roots inside lateral: 83' Lateral notice will be sent to property owner. 188 311B 1705‐0596 1706‐0312 CAROLDALE AV Roots Hydrojet 01/31/2011189 311A 1706‐0383 1706‐0382 234TH PL Obstacles; roots; water level high Rodded 01/21/2011190 311A 1706‐0628 1706‐0627 CATSKILL AV Roots Hydrojet 01/21/2011191 311A 1706‐0639 1706‐0646 EASEMENT by 230TH ST Roots inside lateral: 113' Lateral notice will be sent to property owner. 192 311A 1761‐0116 1761‐0115 MARIBEL AV Roots inside lateral: 108' Lateral notice will be sent to property owner. 193 311A 1706‐0564 1706‐0563 232ND PL Roots Hydrojet 01/28/2011194 311A 1706‐0312 1706‐0313 CAROLDALE AV Roots Hydrojet 01/28/2011195 3119 1706‐0381 1706‐0382 MEHDEN AV Water level (30%‐35%) Hydrojet 01/28/2011196 3118 1706‐0360 1706‐0275 232ND ST Roots Hydrojet 01/28/2011197 3118 1705‐0021 1705‐0022 224TH ST Roots inside lateral: 230' Lateral notice will be sent to property owner.
ITEM NO.
QMR START MH END MH STREET OBSERVATION Corrective Action Taken Completed Date
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)as of 07/08/09
198 3117 1761‐0102 1761‐0103 238TH ST Roots Hydrojet 01/28/2011199 3117 1705‐0560 1705‐0559 226TH PL Roots Hydrojet 01/28/2011200 3117 1706‐0363 1706‐0364 232ND PL Roots inside lateral: 15' Lateral notice will be sent to property owner. 201 3116 1761‐0251 1761‐0259 229TH PL Roots Hydrojet 01/28/2011202 3114 1706‐0567 1706‐0568 232ND ST Roots inside lateral: 287' Lateral notice will be sent to property owner. 203 3114 1761‐0049‐A 1761‐0049 PACIFIC ST Roots Hydrojet 01/28/2011204 3114 1761‐0143 1761‐0145 SCOTTSDALE NORTH Obstacle bulit in to structure inside MH 0143 (gas trap) Hydrojet 01/24/2011205 3113 1706‐0384 1706‐0383 234TH PL Roots Rodded 01/28/2011206 3113 1706‐0655 1706‐0656 ALLEY BY 232ND ST Water level (30%‐55%) Hydrojet 01/28/2011207 3113 1761‐0072 1761‐0071 DELORAS DR Roots Hydrojet 01/28/2011208 3113 1706‐0311 1706‐0312 229TH ST Roots Hydrojet 01/28/2011209 3113 1706‐0392 1706‐0393 235TH ST Roots inside lateral: 185' Lateral notice will be sent to property owner. 210 3112 1706‐0647 1706‐0648 ALLEY BY 231ST ST Roots inside lateral: 279' Lateral notice will be sent to property owner. 211 3112 1706‐0374 1706‐0698 234TH ST Roots inside lateral: 117' Lateral notice will be sent to property owner. 212 3112 1761‐0199 1761‐0272 CAMELBACK SOUTH Roots inside lateral: 143' Lateral notice will be sent to property owner. 213 3111 1706‐0498 1706‐0495 EASEMENT BY SEPULVEDA BV Deposits: attached grease Hydrojet 01/28/2011214 3111 1761‐0054 1761‐0053 REALTY ST Roots Rodded 01/28/2011215 3111 1761‐0055 1761‐0054 REALTY ST Obstacles: MH 54 Hydrojet 01/28/2011216 3111 1705‐0557 1705‐0556 226TH PL Roots inside lateral: 12' Lateral notice will be sent to property owner. 217 3111 1705‐0538 1705‐0537 MONETA AV Roots inside lateral: 8' Lateral notice will be sent to property owner. 218 3111 1706‐0410 1706‐0409 CARRIAGEDALE DR Roots inside lateral: 205' Lateral notice will be sent to property owner. 219 3100 1706‐0482 1706‐0483 EASEMENT BY ISLAND AV Water level (25%); deposits: attached grease Rodded 01/28/2011220 3100 1706‐0578 1706‐0579 MAIN ST Water level (25%); deposits: attached encrustation Rodded 02/22/2011221 3100 1761‐0100 1761‐0098 AVALON BV Obstacles (construction debris): near MH 100 Hydrojet 02/22/2011222 3100 1706‐0358 1706‐0327 ATMORE AV Deposits: attached encrustation Rodded 02/22/2011223 3100 1705‐0594 1705‐0593 228TH ST Roots inside lateral: 256' Lateral notice will be sent to property owner. 224 3100 1706‐0268 1706‐0267 FIGUERROA ST Roots inside lateral: 93' Lateral notice will be sent to property owner. 225 3100 1706‐0267 1706‐0265 FIGUERROA ST Deposits: attached encrustation; 260'; water level high: 225'‐260' Rodded 02/22/2011226 3100 1706‐0258 1706‐0261 FIGUEROA ST Obstacles (construction debris): inside MH 258 Rodded 02/22/2011
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*****
W 226TH ST
W 230TH ST
E 232ND ST
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
* ** *
*
DE
LFO
RD
AV
E 231ST ST
W SHADWELL ST
NE
PTU
NE
AV
K IN
A RD
AV
W 235TH ST
MO
NE
T A A
V
S M
AIN
ST
KIN
ARD
AV
E 222ND ST
*****
W 233RD ST
W 232ND ST
E 222ND ST
W 230TH ST
MARTINSHIRE ST
W 230TH ST
****
*
W 231ST ST
E 234TH ST
S MAIN
ST
W 229TH ST
****
*
W 224TH PL
GU
LF A
V
ANC
HO
R A
V
E 236TH ST
*****
CA
TSK
ILL
AV
FRIG
ATE
AV
*****
ARC
HIB
ALD
AV
ME
HD
EN A
V
S FIGU
ERO
A S
T
E 229TH PL
MA
RB
ELL
A A
V
OR
CH
AR
D A
V
NIC
OLL
E A
V
CA
RO
LDA
LE A
V
ANC
HO
R AV
E 230TH ST
BOLS
A A
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KIN
ARD
AV
FRI G
ATE
AV
W 231ST ST
7
9
5
6
1
2
3
8
411
15
24
14
23
85
45
21
19
16
2220
26
17
87
13
18
82
81
12
88
46
86
25
10
280
926
748
279
639
270
270
123
692
313
324
653
608610
372
309
740
597
978
617
356
322
584
951
407
358
644
731
282
398
345
560
583
752
646
570
115
132
309
643
325
365
482
456
321
536
256
303
299
514
585
387
359
119
329
575
273
434
498
635
557
520
613
600
361
235
255
689
486
515
120
955
643
525
938
599
601
619
528
579
662
932
310
333
743
381
579
954
331
494
121
505
406
584
558557
379
645
512
549
257
575
317
636
570
644
495
699
547
451
376
497
525
544
619
615
388
334
487
561
259
747
458
315
318
639
624
437
251
348 432
311
522
558
654
621
641
517
385
291
529
244
426
943
646
580
246
556
551
634
519
739634
369
249
294
569
953
552
124
362
300
230
647
554
553
476
290
488
328
293
613
112
637
659
620
589
308
571
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316
503
292 347
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313
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526
577
496
606
528
603
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290
380
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738
583
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312
308
310
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532
592
283
627
337
626
565
377
269
565
367
264
256
409
429
614
315
546
396
500
386
746
567
328
276
252
524
383
649
545
622
324
586
260
127
541
658
652
268
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330
405
566
632
631
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616
271
936
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518
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272
349
937
406
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586
111
502
474
335
364
605
931
694
595
957
972
125
620
637
258
605
485
563
323
327
319
381
339
614
289
350
378
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535
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499
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298
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131
382
247
553
602
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552
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745
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122
965
550
585
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559
322
275
346
307
564
630
573
576
336
636629
126
615
258
306
400
263
338
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590
253
384
647
478
325
316
587
292
622
539
317
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648
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979
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555
306
427
479
534
564
430
287
473
531
734
281
964
571
360
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321
261
311
392
234
295
567
288
537
128
116
374
516
527
255
260
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397
320
418
642303
568
342
736
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572
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593
391
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511
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562
332
633
612
431 262
542
390
540
563
580
578
375
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265
314
399
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373
578
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660
314
268
351
251
733572
638
277
114284
607
304
341
301
389
751
371
491
594
368
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556
576
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533
352
749
320
638
319
457
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419
490
569
930
573
549
531
438
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527
354
956
394
318
530
113
428
628
574
436
588
640
293
750
574
582
530
538
312
562
504
651
363
248
129
250
508
942
555
559
475
676
735
543
591
521
513
355
326
477
259
340
329
307
261
296
269
278
327
326
641
393
435
732
395
690
560
656
118 133
507617
596
480
344
274
412
254
944
970
606
413
433
295
231
657
297
611
245
661
252
257
655
305
561
357
730
529
483
1133
1132113111301129
112811271126
1125112411231122
1075 1058
1048
1018
1032
1020
1072
10291074
1073
1057
1021
1030
1016
1060
1026
S-1706
S-1705
S-1761
S-1760
LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKMAINTENANCE
RATING(QMR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
C A R S O NC A R S O N
C OC O
BNSF RR
S M
AIN
ST
*****
DO
LOR
ES
ST
W 234TH ST
PAN
AMA
AV
FIGU
ER
OA
ST
W SEPULVEDA BLVD
W 234TH PL
W 235TH ST
E 238TH PL
W 232ND PL
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
E 237TH ST
S FI
GU
E RO
A S
T
CA
T SK
ILL
AV
E 238TH ST
E 231ST ST
E SEPULVEDA BLVD
E 229TH PL
E 230TH ST
CA
RO
LDA
L E A
V
CARRIAGEDALE DR
E 233RD ST
I-110
N E
XIT
5
RO
NAN
AV
RA
VEN
NA
AV
E 236TH ST
W 233RD ST
ANC
HO
R AVM
ARIB
EL
AV
GU
LF A
V
PACIFIC ST
LINCOLN ST
E 235TH ST
BOLS
A A
V
I-110
S E
XIT
5
REALTY ST
E 232ND ST
MA
RB
ELL
A A
V
E 244TH ST
CAMBRIA DR
FRIE
S A
V
E 234TH ST
ENO
LA A
V
E 234TH PL
NE
PTU
NE
AV
MA
RIN
E A
V
ISLA
ND
AV
E 232ND PL
ARC
HIB
ALD
AV
OR
CH
ARD
AV
ATM
OR
E A
V
MO
NE
TA A
V
NA
FFA
AV
W 230TH ST
KIN
ARD
AV
MIS
SIO
N D
R
S REALTY ST
E 245TH ST
ME
NLO
AV
NIC
OLL
E A
V
FRI G
AT E
AV
DE
LFO
RD
AV
ME
HD
EN A
V
E BONDS ST
W 231ST ST
W 235TH PL
SHE
LL D
R
BAYPORT ST
W 232ND ST
MO
RR
O D
R
W 236TH CT
MARTINSHIRE ST
*****
ISLA
ND
AV
NE
PTU
NE
AV
*****
KIN
ARD
AV
FRIE
S A
V
S FIGU
ERO
A S
T
****
*
ATM
OR
E A
V
W 231ST ST
*****
FRIG
ATE
AV
ARC
HI B
ALD
AV
W 232ND ST
*****
****
*
MARTINSHIRE ST
W 230TH ST
PAN
AMA
AV
W 233RD ST
ARC
HIB
ALD
AV
S FIGU
ERO
A ST
W 230TH ST
S M
AIN
ST
E 234TH ST
CA
RO
LDA
LE A
V
W 231ST ST
E 236TH ST
MA
RIB
EL
AV
*****
ME
HD
EN A
V
*****
MA
RB
ELL
A A
V
MO
NE
TA A
V
E 230TH ST
E 229TH PL
*****
****
*
* ** *
*
ANC
HO
R A
V
LINCOLN ST
NIC
OLL
E A
V
W 235TH ST
E 238TH PL
E 231ST ST
RA
VEN
NA
AV
*****
E 232ND ST
W 230TH ST
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
S FI
GU
ERO
A S
T
E 244TH ST
CA
TSK
I LL
AV
RA
VEN
NA
AV
OR
CH
ARD
AV
*****
MO
NE
TA A
V
DE
LFO
RD
AV
77
86
85
12
8731
29
84
13
95
90
76
93
83
33
15
30
32
485
280
266
537
279
639
424
270
107
270
123
692
653
372
617
322
407
358
644
731
282
398
345
101
560
646
455
115
365
604
544
585
408
387
359
119
329
273
252
665
434
635
486
613
361
102
255
689
643
525
619
597
528
421
662
333
381
105
456
331
406
558557
379
549
575
317
516
570
503
501
699
498
376
491
417
615
599
388
483
467
334
259
420
318
405
437
348 432
519
545
654
235
232
587
493
385
233
489
291
244
426
246
468
117
369
249
239
294
490
124
362
415
554
494
521
112
507
484
659
504
453
571
551
316292 347
401
423
313
234
526
458
664
666
595
496
290
380
609
670
691
266
454
422
308
603
497
108
283337
269
565
240
367
517
256
447
610439
315
396
386
469
746
669
276
593
589
492
383
649
235
127
658
652
268
330
566
631
608
375
600
271
596
272
349
586
111
236
335
104410
364
605
694
125
620
637
258
598
514
563
319
339
614
289
350
378
305
267
518
298
441
543
382
247
553552
541
440
745
568
616
607
122
411
443
550
275
346
538
307630
402
336
636629
126
594
400
338
577
539
540
532
506
253
384
647
591
534
622
648
480
470
555
306
427
533
601
548
564
508
663
430
512
287
531
734
281
500
360
416
343
524
321
261
392
295
505
237
567
288
409
128
116
592
374
527
255
302
668
260
264
698
397
602
320
418
404
642303
342
481
667
736
285
265
693
645
391
621
741
618
414
332
523
612
431 262
510
390
466
578
445
263
509
262
446
399
457
373
660
442
267
314
351
251
733
588
482
572
277
114284
304
546
341
250
389
371 368
425
134
650
366
513
241
515
556
106
576353
377
243
352
547
638
370
522
419
569
573
438
444
394
530
488
113
495
536
436
640
293
574
535
562
651
363
499
248
459
511
542
403
559
301
502
676
735
230
326
259
340
296
278
327
487
641
393
435
732
395
249
690
656
118
590
344
274
412
254
606
413
433
657
297
611
245
661
252
257
655
561
730
520
529
103
S-1706 S-1761
LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKMAINTENANCE
RATING(QMR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
C A R S O NC A R S O N
L O S A N G E L E SL O S A N G E L E S
S M
AIN
ST
BNSF RR
UP RR
AVA
LON
BLV
D
*****
E SEPULVEDA BLVD
BAN
NIN
G B
LVD
DO
L OR
ES
ST
E 233RD ST
PAN
AMA
AV
E 230TH ST
WIL
MIN
GTON
AV
E 238TH PL
E 236TH ST
E 237TH ST
E 231ST ST
CA
TSK
ILL
AV
E 238TH ST
REALTY ST
PACIFIC ST
LINCOLN ST
E 229TH PL
E 246TH ST
BR
OAD
ST
CA
ME
LBAC
K A
V
EAS
T S
T
RO
NAN
AV
RA
VEN
NA
AV
DELORAS DR
E BONDS ST
ANC
HO
R AVM
ARIB
EL A
V
GU
LF A
V
E 235TH ST
SER
RA
DR
E 232ND ST
BON
ITA
ST
KIDDIE LN S
MA
RB
ELL
A A
V
L AK
ME
AV
E 244TH ST
BRO
AD A
V
E 234TH ST
SCO
TTS
DA
LE D
R S
OCEANSIDE ST
ENO
LA A
V
E 234TH PL
NE
PTU
NE
AV
FRIE
S A
V
E 232ND PL
MA
RIN
E A
V
ISLA
ND
AV
BAYPORT ST
SC
OTT
SD
ALE
DR
N
PAR
ADIS
E V
ALL
EY
SPA
RAD
ISE
VA
L LE
Y N
MIS
SIO
N D
R
ALB
ATR
OS
S A
V
S EA
GR
OV
E A
V
S REALTY ST
E 245TH ST
FAIRHAVEN ST
GOLD DUST LNGERONIMO LN
ADOBE LN
ZUNI LN
IDA
BELL
AV
KIDDIE LN N
STAGECOACH LN
UTI
LITY
WY
CENTRAL PK N
CENTRAL PK S
BAY
PO
INT
AV
FIESTA LN
S C
OLO
NY
PA
RK
DR
NAVAJO LN
COYOTE LN
SQUAW PEAK LN
HICKOCK LN
POR
TOLA
WY
TOMAHAWK LN
OCOTILLO LN
MILLWARD LN
PALOMINO LN
QUAIL ROW LN
DOVECOTE LN
EAST RIDGE LNHORSESHOE LN
UNION HILLS LN
KINGSWOOD LN
MESQUITE LN
RA
VEN
NA
AV
*****
E 229TH PL
E 236TH ST
****
*
UP RR
SEA
GR
OV
E A
V
MA
RB
ELL
A A
V
NE
PTU
NE
AV
S M
AIN
ST
****
*
ANC
HO
R A
V
* ** *
*
ISLA
ND
AV
PAN
AMA
AV
CA
TSK
I LL
AV
****
*
FRIE
S A
V
*****
E 230TH ST
*****
E 231ST ST
*****
LINCOLN STLINCOLN ST
E 232ND ST
****
*REALTY ST
E 244TH ST
*****
*****
E 230TH ST
E 236TH ST
****
*
E 238TH ST
MA
RIB
EL
AV
*****
PACIFIC ST
E 233RD ST
E 238TH PL
RA
VEN
NA
AV
***** E BONDS ST
E 234TH ST
77 78
86
96
8588
97
99
12
8731
29
89
28
84
13
14
95
92
90
76
91
93
83
33
15
30
3432
59
19
42
3968
57
74
72
22
54
20
26
98
48
24
64
53 58
17
6679
67
37
16
21
7340
25
55
45
70
56
61
81
3649
80
69
6362
1835
71
47 46
50
51
82
60
2738
7565
4341
23
44
52
485
537
639
107
270
123
692
653
617
644
101
560
646
455
115
132
604
544
585
119
665
434
635
486
613
102
255
120
643
525
619
597
528
662
105
456
121
558557
549
575
516
570
503
501
498
491
615
599
483
467
437
432
519
545
654
232
587
493
233
489
468
117
490
124
554
494
521
112
507
484
659
504
453
571
551
210
234
526
458
664
666
595
496
609
691
266
454
603
497
108
565
204
517
264
447
610
207
439110
469
669
593
589
492
649
235
201
127
658
652566
631
608
600
582
596
202
586
111
104
605
694
125
620
637
598
514
563
614
267
518
441
543
131553
552
541
440
568
616
607
122
206
443
550
538
630
636629
248
126
594
263
577
539
540
532
506
253
647
591
534
622
648
480
470
555
533
601
548
564
508
663
430
512
205
531
500
524
505
567
128
116
592
527
668
602
642
481
667
693
645
621
618
523
612
431 262
510
466
578
445
509
446
265
457
660
442
268
251
588
482
572
114
546109
134
650
513
241
515
556
106
576
547
638
522
569
573
438
444
293
530
488
113
495
536
436
640
203
574
535
562
651
499
459
511
129
542
559
502
259
269
487
641
435
249
690
656
118 133
590
254
606
433
657
611
661
252
655
561
520
529
103
294
306
225
198
164
273
193
284
168
300
137
192
162
315
223
146
169
158
172
312
141
160
185
277
159
181
308
195
176
197
149
222
283
285
220
151
314
316
194
163
154
296
196
136
282
179
142
280
184
148
303
171
289
140
291
310
190
191
189
199
276
302
182
165287
177
275313
221139
175
292
174
170
147
156
297
187
274
100
173
271
224
143
188
155
219
298
153
311
290
144
272
286
281
178218
278
200
157
288
166
167
180
135
307
150
138
161
309
279
186
S-1761
S-1706LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKMAINTENANCE
RATING(QMR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
ITEM NO.
QMR START MH END MH STREET OBSERVATION WATER LEVEL: LOCATION CORRECTIVE ACTION COMPLETED DATE
1 4C00 1761‐0002 1761‐0301 ISLAND AV Water level sag; camera underwater (50%‐100%): 135'‐150' Hydrojet 10/18/2010
2 4C00 1705‐0595 1705‐0594 228TH ST Camera underwater (100%): 129' Rodded 10/22/2010
3 4A3A 1706‐0431 1706‐0432 MAIN ST Water level sag; camera underwater (50%‐100%): 270'‐320' Hydrojet 10/13/2010
4 423J 1706‐0327 1706‐0318 231ST ST Water level high; camera underwater (50%‐100%): 38'‐240' Hydrojet 10/13/2010
5 423D 1705‐0529 1705‐0408 223RD ST Water level high; camera underwater (upstream of trunk line) (50%‐100%): 0'‐96' Rodded 10/22/2010
6 4211 1706‐0432 1706‐0433 MAIN ST Water level sag; camera underwater (80%‐100%): 0'‐23' Rodded 10/22/2010
7 413D 1706‐0334 1706‐0331 231ST ST Water level sag; camera underwater (50%‐100%): 90'‐235' Rodded 10/22/2010
8 4135 1761‐0300 1761‐0059 WILMINGTON AV Water level sag; camera underwater (50%‐100%): 125'‐145' Hydrojet 10/18/2010
9 4134 1705‐0533 1705‐0534 223RD ST Water level sag; camera underwater (50%‐100%): 6'‐22' Rodded 10/15/2010
10 412R 1761‐0313 1761‐0314 236TH ST Water level sag; camera underwater (50%‐100%): 300'‐350' Hydrojet 10/06/2010
11 4123 1706‐0591 1706‐0496 PANAMA AV Water level sag; camera underwater (50%‐100%): 170'‐220' Hydrojet 10/28/2010
12 4121 1706‐0496 1706‐0497 EASEMENT Water level high; camera underwater (50%‐100%): 70'‐315' Hydrojet 10/28/2010
13 4100 1705‐0531 1705‐0530 223RD ST Water level sag; camera underwater (upstream of trunk line) (50%‐100%): 150'‐305' Rodded 10/22/2010
14 3C00 1761‐0149 1761‐0148 SCOTTSDALE SOUTH Water level (sag) (35%‐50%): 70'‐145' Hydrojet 01/28/2011
15 3B00 1706‐0331 1706‐0327 231ST ST Water level (sag) (35%‐50%): 126'‐250' Hydrojet 01/28/2011
16 3A11 1706‐0352 1706‐0351 230TH ST Water level (sag) (35%‐50%): 168'‐215' Hydrojet 01/28/2011
17 3A00 1761‐0044 1761‐0043 SEPULVEDA BV Water level (sag) (40%): 299'‐353' Hydrojet 01/28/2011
18 3700 1706‐0340 1706‐0337 231ST ST Water level (sag) (40%): 228'‐256' Hydrojet 01/28/2011
19 3700 1706‐0435 1706‐0381 234TH ST Water level (sag) (40%): 302'‐334' Hydrojet 01/28/2011
20 3421 1706‐0271A 1706‐0271 FIGUERROA ST Water level (sag) (25%‐50%): 280'‐294' Hydrojet 01/29/2011
21 332G 1705‐0530 1705‐0529 223RD ST Water level (upstream of trunk line) (25%‐50%): 30'‐318' Rodded 02/22/2011
22 3221 1706‐0275 1706‐0274 CAROLDALE AV Water level (sag) (40%‐50%): 40'‐180' Hydrojet 01/31/2011
23 3113 1706‐0655 1706‐0656 ALLEY BY 232ND ST Water level (sag) (30%‐55%): 250'‐353' Hydrojet 01/28/2011
ENCLOSURE 2HIGH WATER LEVELS
CITY OF CARSON (Y0TV0809D)as of 07/08/09
ITEM NO. QMR START MH END MH STREET OBSERVATION Corrective Action Taken
1 5111 1761‐0024 1761‐TRNK REALTY ST Infil Gusher 11' No action needed. 2 3222 1705‐0592 1705‐0593 228TH ST Infil Dripper 45' and 134' No action needed. 3 3127 1706‐0355 1706‐0356 229TH ST Infil Dripper inside MH 1706‐0356 No action needed. 4 3121 1706‐0337 1706‐0334 231ST ST Infil Dripper 0.1' No action needed.
ENCLOSURE 2 INFILTRATION CITY OF CARSON (Y0TV0809D) as of 07/08/09
! !
!!
!
!
!
!
!
!
!
!
!
!
!! !
C A R S O NC A R S O NCO
CO
S MAIN
STW 228TH ST
DO
LOR
ES
ST
W 223RD ST
*****
S FI
GU
ER
OA
ST
CA
TSK
ILL
AV
E 223RD ST
W 222ND ST
E 228TH ST
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
E 229TH PL
W 226TH PL
W 224TH ST
W 225TH ST
W 226TH ST
W 224TH PL
BOLS
A A
V
PISMO DR
CA
RO
LDA
L E A
V
E 227TH ST
GINA DR
AR
CH
IBA
LD A
V
JOD
Y L
N
CAMBRIA DR
E 229TH ST
PALM CT
E 230TH ST
NIC
OLL
E A
V
E 231ST ST
SHE
LL D
R
OR
CH
ARD
AV
MO
RR
O D
R
E JAY ST
W NEILSON ST
ATM
OR
E A
V
BAY
WO
OD
DR
VIA TESSERA
MO
NE
TA A
V
W 230TH ST
W 229TH PL
W SHADWELL ST
KIN
ARD
AV
CY
PR
ES
S D
R
FRIG
AT E
AV
DE
LFO
RD
AV
E 222ND ST
ME
HD
EN A
V
OA
K K
NO
LL D
R
W 229TH ST
GU
LF A
V
V EN
ICE
ST
W 231ST ST
RA
SH
DA
LL A
V
FIR
EN
ZE S
T
W 232ND ST
I-110
N E
XIT
7
E 224TH ST
ENO
LA A
VE
232N
D S
T
MARTINSHIRE ST
ATHENA PL
CO
RD
OB
A C
T
NIC
OLL
E A
V
*****
S MA IN
ST
S M
AIN
ST
ATHENA PL
DE
LFO
RD
AV
KIN
ARD
AV
ATM
OR
E A
V
E JAY ST
W 231ST ST
NIC
OLL
E A
V
****
*
KIN
ARD
AV
MARTINSHIRE ST
E 223RD ST
W 226TH ST
W 232ND ST
CA
RO
LDA
LE A
V
K IN
A RD
AV
CA
TSK
ILL
AV
MO
RR
O D
R
E 229TH PL
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
W SHADWELL ST
GU
LF A
V
MO
NE
TA A
V
W 230TH ST
W 231ST ST
W 224TH PL
*****
E 230TH ST
****
*
****
*
W 230TH ST
W 229TH ST
BOLS
A A
V
PISMO DR
W 230TH ST
E 229TH ST
FRIG
ATE
AV
S FI
GU
ERO
A S
T
E 222ND ST
RA
SH
DA
LL A
V
S-1705
S-1706
331318 432
529
337
408
595
534
431
351
594
533
352
531 530
327
LegendHigh Water Level
! SMD Manholes
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
HIGH WATER LEVEL
0 220 440 660 880
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
!
!
!
! !
! !
!
!
!
!
! !! !
!
!
C A R S O NC A R S O N
****
*
S M
AIN
ST
DO
L OR
ES
ST
W 234TH ST
W 234TH PL
W 235TH ST
W 232ND PL
S FI
GU
E RO
A S
T
CA
T SK
ILL
AV
W SEPULVEDA BLVD
CA
RO
LDA
LE A
V
CARRIAGEDALE DR
E 229TH PL
E 233RD ST
RO
NAN
AV
W 233RD ST
E SEPULVEDA BLVD
GU
LF A
V
E 235TH ST
E 236TH ST
FIGU
ERO
A ST
BOLS
A A
V
RA
VEN
NA
AV
E 238TH PL
E 238TH ST
E 237TH ST
CAMBRIA DR
E 234TH ST
ENO
LA A
V
E 234TH PL
E 230TH ST
E 232ND PL
ARC
HI B
AL D
AV
E 232ND ST
E 231ST STATM
OR
E A
V
MO
NE
TA A
V
NA
F FA
AV
W 230TH ST
KIN
ARD
AV
NIC
OLL
E A
V
FRIG
ATE
AV
DE
LFO
RD
AV
ME
HD
E N A
V
LINCOLN ST
W 231ST ST
MA
RB
ELL
A A
V
W 235TH PL
SHE
LL D
R
W 236TH CT
MO
RR
O D
R
CY
PR
ES
S D
R
MARTINSHIRE ST
W 232ND ST
BAY
WO
OD
DR
E 2 2
9 TH
ST
SHERYL CIR
W 231ST ST
MARTINSHIRE ST
W 230TH ST
E 229TH PL
CA
RO
LDA
L E A
V
NI C
OLL
E A
V
W 232ND ST
W 233RD ST
FRIG
ATE
AV
S FI
GU
ERO
A S
T
CA
TSK
I LL
AV
E 231ST ST
MO
NE
TA A
V
W 235TH ST
ME
HD
EN A
V
E 236TH ST
W 230TH ST
****
*
S FI
GU
ERO
A S
T
A RC
HIB
AL D
AV
E 232ND ST
ATM
OR
E A
V
S M
AIN
ST
MO
NE
T A A
V
DE
LFO
RD
AV
E 238TH PL
W 230TH ST
E 230TH ST
ARC
HIB
ALD
AV
*****
S FIGU
ERO
A ST
KIN
A RD
AV
W 231ST ST
S-1706
434
381
331318 432337
271
272
275
431
351352
340327
435
274
433
LegendHigh Water Level
! SMD Manholes
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
HIGH WATER LEVEL
0 220 440 660 880
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
!!
!
!
!!
!
!
!
!
!
!
!
!
!
C A R S O NC A R S O N
L O S A N G E L E SL O S A N G E L E S
BNSF RR
*****
UP RR
AVA
LON
BLV
D
E SEPULVEDA BLVD
WIL
MIN
GTO
N A
V
E LOMITA BLVD
BAN
NIN
G B
LVD
E 233RD ST
E 238TH PL
DO
LOR
ES
ST
E 236TH ST
FRIE
S A
V
LAK
ME
AV
BRO
AD A
V
E 237TH ST
ISLA
ND
AV
E 246TH ST
E 238TH ST
REALTY ST
PACIFIC ST
MA
RIN
E A
V
LINCOLN ST
PAN
AMA
AV
NE
PTU
NE
AV
BRO
AD S
T
CA
ME
LBAC
K A
V
EAS
T S
T
CA
T SK
I LL
AV
RA
VEN
NA
AV
DELORAS DR
MA
RB
ELL
A A
V
E BONDS ST
RO
NAN
AV
ANC
HO
R AV
MAR
IBEL
AV
BON
ITA
ST
E 232ND ST
KIDDIE LN S
CA
RM
EL D
R
E 244TH ST
E 248TH ST
SCO
TTS
DA
LE D
R S
OCEANSIDE ST
ENO
LA A
V
E 249TH ST
BAYPORT ST
SCO
TTS
DA
LE D
R N
PAR
ADIS
E V
ALL
EY
S
MIL
L V
ALL
EY
WY
SEAGROVE AV
BAY
PO
INT
AV
E 235TH ST
PAR
ADIS
E V
ALL
EY
N
ALB
ATR
OS
S A
V
S REALTY ST
E 245TH ST
MONTEREY DR
FAIRHAVEN ST
E 2
34TH
ST
GOLD DUST LNGERONIMO LN
ZUNI LN
IDA
BELL
AV
E 232ND
PL
BOM
BAY
AV
CENTRAL PK N
E 247TH ST
CENTRAL PK S
FIESTA LN
S C
OLO
NY
PA
RK
DR
NAVAJO LN
APACHE LN
CACTUS LN
E 246TH PL
TOMAHAWK LNRAWHIDE LN
OCOTILLO LN
MILLWARD LN
PALOMINO LN
QUAIL ROW LN
HIGHLAND WY
UNION HILLS LN
KINGSWOOD LN
INDIAN SCHOOL LN
MESQUITE LN
*****
****
*
*****
MA
RB
ELL
A A
V
E BONDS ST
E 236TH ST
E 248TH ST
E 234TH ST
****
*
****
*
E 247TH ST
****
*
RA
VEN
NA
AV
E 247TH ST
E 249TH ST
SEA
GR
OV
E A
V
*****
****
*
CA
TSK
ILL
AV
E 249TH ST
*****
RA
VEN
NA
AV
E 246TH ST
PACIFIC ST
****
*REALTY ST
BAY
PO
I NT
AV
LINCOLN ST
E 238TH PL
E 233RD ST
ISLA
ND
AV
FRIE
S A
V
*****
E 248TH ST
LINCOLN ST
SEA
GR
OV
E A
V
*****
****
*
*****
****
*
PAN
AMA
AV
E 248TH ST
UP RR
NE
PTU
NE
AV
E 236TH ST
E 238TH STM
AR
IBE
L A
V
****
*
E 244TH ST
BAY
PO
INT
AV
S-1761
S-1706
2
59
43 44
496497
301
591
656
655
300
149 314
148
313
LegendHigh Water Level
! SMD Manholes
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
HIGH WATER LEVEL
0 340 680 1,020 1,360
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
!
!
!
!
!
!
C A R S O NC A R S O N
S M
AIN
ST
*****
CA
TSK
ILL
AV
DO
L OR
ES
ST
W 228TH ST
W 232ND PL
E 228TH ST
CA
RO
LDA
L E A
V
E 229TH PL
E 233RD ST
W 226TH PL
MA
RB
ELL
A A
V
W 225TH ST
W 233RD ST
W 226TH ST
W 224TH PL
BOLS
A A
V
PISMO DR
E 227TH ST
W 224TH ST
GINA DR
ARC
HIB
ALD
AV
JOD
Y L
N
CAMBRIA DR
E 229TH ST
E 230TH ST
NIC
OLL
E A
V
E 232ND PL
E 232ND ST
E 231ST ST
SHE
LL D
R
MO
RR
O D
R
W NEILSON ST
ATM
OR
E A
V
BAY
WO
OD
DR
MO
NE
T A A
V
W 230TH ST
W 229TH PL
W SHADWELL ST
KIN
ARD
AV
CY
PR
ES
S D
R
F RIG
ATE
AV
DE
LFO
RD
AV
ME
HD
EN A
V
OA
K K
NO
LL D
R
VEN
I CE
ST
RA
SH
DA
LL A
V
W 229TH ST
W 231ST ST
GU
LF A
V
ENO
LA A
V
RO
NA
N A
V
MARTINSHIRE ST
ATHENA PL
W 231ST ST
W 229TH ST
MO
NE
TA A
V
*****
FRIG
AT E
AV
PISMO DR
W 224TH PL
****
*
W 233RD ST
W 226TH ST
MO
NE
TA A
V
S MAIN
ST
ME
HD
EN A
V
ARC
HI B
ALD
AV
W SHADWELL ST
S M
AIN
ST
E 232ND ST
NIC
OLL
E A
V
ATM
OR
E A
V
W 230TH ST
****
*
DE
LFO
RD
AV
E 229TH ST
CA
RO
LDA
LE A
V
W 230TH ST
E 230TH ST
E 231ST STKIN
ARD
AV
E 229TH PL
KIN
ARD
AV
S-1706
S-1705
356
334
592
337
593
355
LegendInfiltration
! SMD Manholes
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
INFILTRATION
0 200 400 600 800
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
!
C A R S O NC A R S O N
REALTY ST
AVA
LON
BLV
D
S-1761
24
LegendInfiltration
! SMD Manholes
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
INFILTRATION
0 25 50 75 100
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 2
Y0TV0809D
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS “To Enrich Lives Through Effective and Caring Service”
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331 Telephone: (626) 458-5100 http://dpw.lacounty.gov
August 19, 2010
GAIL FARBER, Director
ADDRESS ALL CORRESPONDENCE TO:P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
IN REPLY PLEASE
REFER TO FILE: SM-1
Current Property Owner 3476 Marengo Ave Altadena, CA 91001 Dear Property Owner: SEWER LATERAL ROOT INTRUSION 3476 MARENGO AVE, ALTADENA, CALIFORNIA 91001 As the agency responsible for the maintenance of the sanitary sewer system in your area, the County of Los Angeles Consolidated Sewer Maintenance District (District) is providing you with this letter informing you that the sewer lateral serving the property located at 3476 Marengo Ave, Altadena, California 91001, requires maintenance and is in violation of County Code 20.24.080 Maintenance of Sewer Laterals, which states: “All house laterals, industrial connection sewers, septic tank outlet connections to STEP system, and appurtenances thereto existing as of January 23, 1953, or thereafter constructed, shall be maintained by the owner of the property served in a safe and sanitary condition, and all devices or safeguards which are required by this Division 2 for the operation thereof shall be maintained in good working order.” Using closed-circuit television (CCTV) camera technology, the District recently televised the sanitary sewer mainline and discovered the presence of roots in your sewer lateral connection. The intrusion of the roots from your lateral may block the flow of sewage in the mainline sewer causing a sanitary sewer overflow upstream of your property. Since the CCTV inspection, the sewer mainline has been cleaned and blockages from root growth have been removed; however, the root blockage in your sewer lateral is still present. 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 public right of way. We request that you contact a qualified plumbing contractor to service
Current Property Owner August 19, 2010 Page 2 your sewer lateral within 90 days to remove roots and any other obstructions that may cause a sewage backup. Failure to do so may result in future overflows and subject you to civil prosecution, reimbursement costs, and fines up to $1,000. Reference 20.24.160 Violation - Penalty; 20.24.170 Continued violations; 20.32.690 Reimbursement for repairs and maintenance following violations. Prior to your plumbing contractor servicing your lateral, please notify the District’s sewer maintenance yard in your area at (626) 446-5227 to arrange for authorization to access the downstream manhole. During your lateral service, your plumbing contractor must protect the District’s sewer mainlines from dislodged roots and other debris by utilizing catcher baskets at the manhole downstream from your lateral connection. After your lateral has been serviced, please notify the District office, Mr. Fernando Villaluna, Sewer Maintenance Division, at (626) 300-3380 or [email protected]. For your reference, we have enclosed photos of your lateral connection showing the presence of the root blockage. Also enclosed are some literature on ways of minimizing sewer overflows and damage to your home. Thank you for helping the Department of Public Works keep the public’s sewers clean and in good working order. Very truly yours, GAIL FARBER Director of Public Works JOHN T. WALKER Assistant Deputy Director Sewer Maintenance Division PK:
Enc. bc: JW, KL, RS, FV, RH, File (Lateral Notice), SPINDLE
3476 MARENGO AVE ALTADENA
Roots at Lateral Connection
SEWER LATERALS - AREAS OF RESPONSIBILITY
Owner is responsible for sewer blockages up to the sewer main.
Owner’s Responsibility County’s Responsibility
sewer laterals
tree roots
road footpath footpath
property boundary
wash basin toilet
sewer main
Minimizing Sewer Overflows and Damage to Your Home The sewer system within the County of Los Angeles Consolidated Sewer Maintenance District (District) is comprised of a series of underground pipes. Many are publicly owned; however, the sewer laterals are entirely owned by the private property owner they 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 inches in 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, which includes that portion that may be located within the public right of way (under the asphalt and street landscaping). Sewer backups can cause tremendous damage to the interior of a home. In order to minimize these, the District provides continual maintenance services for the public sewer mainlines. Unfortunately, sewer laterals are often not maintained by private property owners until a disaster strikes. “Out of sight, out of mind” is a typical approach to sewer lateral maintenance and operation by many. It is our hope that we can provide you various means of addressing these issues and thus minimize your risk of an overflow entering your 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 may eventually cause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
ENCLOSURE 3:
• Quick Structural Rating Report Priority List
• Quick Structural Rating Map
Item No.
QSR Start MH End MH Street Observation: Location Proposed Corrective MethodLength of Repair (FT)
1 5242 1706‐0503 1706‐0504 EASEMENT BY REALTY ST Broken (visible concrete patch): 127' Lining: MH to MH 2872 5223 1761‐0102 1761‐0103 238TH ST Broken/deformed: 76' Point Repair 3 5142 1706‐0676 1706‐TRNK FIGUEROA ST Broken (visible concrete patch): 47' Lining: MH to MH 584 5142 1706‐0539 1706‐0538 EASEMENT BY MAIN ST Broken/ deformed: 148' Lining: MH to MH 1515 5141 1761‐0074 1761‐0066 LINCOLN ST Broken: 297', 310'; cracks: 305' Lining: MH to MH 3456 513Z 1706‐0500 1706‐0516 ALLEY BY SEPULVEDA BL Hole with visible void: 121', cracks: multiple locations Lining: MH to MH 3547 513A 1761‐0045 1761‐0041 SEPULVEDA BV Broken: 183'; fracture: 53' Linng: MH to MH 3488 5131 1761‐0310 1761‐0311 236TH ST Broken 248'; fractures: 71' Lining: MH to MH 3539 5124 1706‐0367 1706‐0381 MEHDEN AV Broken (visible concrete patch): 209' Structural integrity in tact. No action needed.10 5122 1706‐0388 1706‐0387 234TH PL Broken: 272' Point Repair 11 5122 1706‐0316 1706‐0277 CAROLDALE AV Broken (visible concrete patch): 45' Structural integrity in tact. No action needed.12 5121 1761‐0077 1761‐0078 ALLEY BY AVALON BL Broken (visible concrete patch): 298' Lining: MH to MH 33413 511H 1706‐0481 1706‐0482 EASEMENT BY ISLAND AV Broken: 139'; cracks: multiple locations Lining: MH to MH 16114 5111 1706‐0472 1761‐0010 EASEMENT BY PANAMA AV Hole (visible concrete patch): 39' Structural integrity in tact. No action needed.15 5111 1706‐0271A 1706‐0272 FIGUERROA ST Broken/deformed: 115' Point Repair 16 5100 1706‐0453 1706‐0454 MARBELLA AV Broken with visible soil: 161' Point Repair 17 5100 1706‐0276 1706‐0275 CAROLDALE AV Broken with soil visible: 1' Emergency Repair by Yard (Completed 06/11/09)18 413L 1706‐0537 1706‐0538 EASEMENT BY MAIN ST Broken: 237': cracks: multiple locations Lining: MH to MH 24019 413J 1706‐0504 1706‐0506 REALTY ST Broken: 159'; cracks: multiple locations Lining: MH to MH 26020 413G 1706‐0535 1706‐0536 EASEMENT SEPULVEDA BL Fractures: : 77'; cracks: multiple locations Lining: MH to MH 22121 4131 1706‐0279 1706‐0278 FIGUERROA ST Fractures and cracks: multiple locations Lining: MH to MH 8722 4121 1706‐0622 1706‐0623 ALLEY BY 229TH PL Fracture: 144' Structural integrity in tact. No action needed.23 4121 1706‐0567 1706‐0568 232ND ST Broken with gasket visible: 28' Structural integrity in tact. No action needed.24 4121 1705‐0582 1705‐0581 KINARD AV Fractures: 125' Structural integrity in tact. No action needed.
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)as of 07/10/09
C A R S O NC A R S O NCO
CO
S M
AIN
ST
DO
LOR
ES
ST
CA
T SK
ILL
AV
*****
S FI
GU
ERO
A S
T
W 228TH ST
W 223RD ST
E 223RD ST
E 228TH ST
GR
AC
E A
V
W 234TH ST
W 234TH PL
W 235TH ST
W 232ND PL
E 231ST ST
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
CA
RO
L DA
LE A
V
MA
RIN
E A
V
ME
NLO
AV
E 224TH ST
ANC
HO
R A
V
ISLA
ND
AV
E 229TH PL
E 229TH ST
PAN
AMA
AV
E 230TH ST
FRIE
S A
V
W 222ND ST
SER
RA
DR
NE
PTU
NE
AV
RA
VEN
NA
AV
E 233RD ST
W 226TH PL MA
RB
ELL
A A
V
W 224TH ST
W 225TH ST
E 221ST ST
W 233RD ST
MA
RIB
EL A
V
W 226TH ST
W 224TH PL
BOLS
A A
V
E 235TH ST
PISMO DR
E 232ND ST
E 227TH ST
GINA DR
E SWOPE ST
ARC
HI B
ALD
AV
JOD
Y L
N
CAMBRIA DR
E 234TH ST
PALM CT
E 234TH PL
NIC
OLL
E A
V
E 232ND PL
I-110
S E
XIT
7A
SHE
LL D
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OR
CH
ARD
AV
MIS
SIO
N D
R
MO
RR
O D
R
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W NEILSON ST
ATM
OR
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V
BA
Y W
OO
D D
R
VIA TESSERA
MO
NE
TA A
V
BAYPORT ST
W 230TH ST
W 229TH PL
W SHADWELL ST
W JAY ST
KIN
ARD
AV
CY
PR
ES
S D
R
FRI G
AT E
AV
DE
LFO
RD
AV
E 222ND ST
ME
HD
EN A
V
OA
K K
NO
LL D
R
RA
SH
DA
LL A
V
W 229TH ST
I-110
S E
XIT
5
GU
L F A
V
I-110
N E
XIT
7
ADOBE LN
VE
NIC
E S
T
W 231ST ST
FIR
EN
ZE S
T
CATALINA LN
W 235TH PL
W 232ND ST
HACIENDA LN
JUD
I TH
PL
S C
OLO
NY
PA
RK
DR
ENO
LA A
V
RO
NA
N A
V
MARTINSHIRE ST
ISA
BE
LLE
PL
ATM
OR
E A
V
NE
PTU
NE
AV
E JAY ST
NIC
OLL
E A
V
*****
****
*
E 229TH ST
*****
W 224TH PL
E 234TH ST
MO
RR
O D
R
OR
CH
ARD
AV
CA
TSK
ILL
AV
W 230TH ST
ME
HD
EN A
V
W 232ND ST
MO
NE
T A A
V
W 230TH ST
E 222ND ST
E 230TH ST
FRIG
ATE
AV
S M
AIN
ST
BOLS
A A
V
MO
NE
T A A
V
GU
LF A
V
****
*
S FIGU
ERO
A S
T
****
*
*****
W 231ST ST
E 222ND ST
MARTINSHIRE ST
W 230TH ST
DE
LFO
RD
AV
GU
LF A
V
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
MA
RB
ELL
A A
V
E 231ST ST
RA
SH
DA
LL A
V
ANC
HO
R AV
W 235TH ST
W 231ST ST
W 229TH ST
S M
AIN
ST
RA
VEN
NA
AV
* ***
*
K IN
A RD
AV
*****
KIN
ARD
AV
W 226TH ST
E 232ND ST
E 222ND ST
S FI
GU
ERO
A S
TE 223RD ST
AN
CH
OR
AV
RA
VEN
NA
AV
NIC
OLL
E A
V
ARC
HIB
ALD
AV
CA
RO
LDA
LE A
V
OR
CH
ARD
AV
E 229TH PL
W 233RD ST
W SHADWELL ST
KIN
ARD
AV
7
9
5
6
1
2
3
8
411
15
24
14
23
44
85
45
21
19
16
2220
26
17
87
13
18
27
82
81
12
88
46
86
25
10
280
926
748
279
639
270
270
123
692
313
324
653
608610
372
309
740
597
978
617
356
322
584
951
358
644
731
282
398
345
560
583
752
646
570
115
132
309
643
325
365
482
456
321
536
256
303
299
514
585
387
359
119
329
575
273
434
498
635
557
520
613
600
361
235
255
689
486
515
120
955
643
938
599
601
619
528
579
662
932
310
333
743
381
579
954
331
494
121
505
584
558557
379
645
512
549
257
575
317
636
570
350
644
495
699
547
451
376
497
525
544
619
615
388
334
487
561
259
747
458
315
318
639
624
437
251
348 432
311
522
558
654
621
641
351
517
385
291
529
244
943
646
580
246
556
551
634
519
739634
369
249
294
569
953
552
124
362
300
230
647
554
553
476
290
488
328
293
613
112
637
659
630
620
589
308
571
929
551
316
503
292 347
313
489
945
577
496
606
528
603
481
290
380
744
670
738
583
691
266
949
312
308
310
484
624
532
592
283
627
337
626
565
377
269
565
367
264
256
409
429
614
315
546
396
500
386
746
567
328
276
252
524
383
649
545
622
324
586
260
127
541
658
652
268
635
526
330
405
566
632
631
375
616
271
936
493
408
518
582
272
349
937
348
406
948
510
586
111
502
474
335
364
931
694
595
957
972
125
620
637
258
605
485
563
323
327
319
381
339
614
289
350
378
305
535
267
499
598
298
509
925
548
737
253
323
131
382
247
553
602
501
552
566
640935
745
568
616
607
122
965
550
585
623
559
322
275
346
307
564
630
573
576
336
636629
126
615
258
306
400
263
338
577
974
590
253
384
647
478
940
325
316
587
292
622
539
317
581
648
742
979
623
555
353
306
479
534
564
430
287
473
531
734
281
964
571
360
343
321
261
311
392
234
295
567
288
537
128
116
374
516
255
260
492
698
397
320
642303
568
342
736
285693
554
572
404952
645
593
391
621
523
511
741
618
562
332
633
612
431 262
542
390
540
563
580
578
375
934
550
265
314
399
625
373
578
642
314
268
351
251
733572
638
277
114284
607
304
341
301
389
751
371
491
594
368
618
650
366
407
556
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353
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289
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352
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320
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319
457
611
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370
490
569
939
930
573
549
531
933
527
354
956
394
349
318
530
113
428
628
574
436
588
640
293
750
574
582
530
538
312
562
504
651
363
625
248
129
250
928
508
942
555
559
475
676
735
543
591
521
513
297
355
326
477
259
340
329
307
506
261
296
269
278
327
326
641
393
435
732
395
690
560
656
118
507617
596
480
344
274
254
944
970
606
433
295
231
657
297
245
661
252
257
655
305
561
357
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529
483
1133
1132113111301129
112811271126
1125112411231122
1022
1075 1058
1048
1018
1019
1032
1013
1020
1072
1029
1024
10741073
1057
1021
1030
10231015
1016
1060
1026
S-1705
S-1706
S-1760
S-1761
LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKSTRUCTURAL
RATING(QSR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 3
Y0TV0809D
C A R S O NC A R S O N
C OC O
BNSF RR
S M
AIN
ST
*****
DO
LOR
ES
ST
W 234TH ST
PA
NAM
A A
V
W SEPULVEDA BLVD
CA
TSK
ILL
AV
W 234TH PL
S FI
GU
ERO
A S
T
W 235TH ST
E 238TH PL
W 232ND PL
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
FIGU
ERO
A ST
E 237TH ST
E 238TH ST
E 231ST ST
E SEPULVEDA BLVD
CA
RO
LDA
L E A
V
E 229TH PL
E 229TH ST
E 230TH ST
CARRIAGEDALE DR
E 233RD ST
I-110
N E
XIT
5
RO
NAN
AV
RA
VEN
NA
AV
E 236TH ST
W 233RD STAN
CH
OR
AVMAR
IBE
L A
V
GU
LF A
VPACIFIC ST
BOLS
A A
V
LINCOLN ST
E 235TH ST
I-110
S E
XIT
5
REALTY ST
E 232ND ST
MA
RB
ELL
A A
V
E 244TH ST
AR
CH
IBA
LD A
V
CAMBRIA DR
E 234TH ST
ME
NLO
AV
ENO
LA A
V
E 234TH PL
NE
PTU
NE
AV
E 232ND PL
OR
CH
ARD
AV
MIS
SIO
N D
R
SHE
L L D
R
ATM
OR
E A
V
MO
NE
TA A
V
NA
FFA
AV
MO
RR
O D
R
W 230TH ST
W 229TH PL
KIN
ARD
AV
S REALTY ST
E 245TH ST
MA
RIN
E A
V
FRIE
S A
V
NIC
OLL
E A
V
CY
PR
ES
S D
R
ISLA
ND
AV
FRI G
AT E
AV
DE
LFO
RD
AV
ME
HD
EN A
V
BAY
WO
OD
DR
W 229TH ST
OA
K K
NO
LL D
R
E BONDS ST
W 231ST ST
W 235TH PL
BAYPORT ST
W 232ND ST
W 236TH CT
MARTINSHIRE ST
BELSON ST
*****
W 230TH ST
NIC
OLL
E A
V
E 232ND ST
RA
VEN
NA
AV
E 238TH PL
MO
NE
TA A
V
MO
NE
T A A
V
K IN
AR
D A
V
FRIG
ATE
AV
W 231ST ST
ME
HD
EN A
V
ANC
HO
R A
VE 229TH PL
NE
PTU
NE
AV
*****
W 232ND ST
S FIGU
ERO
A S
T
OR
CH
ARD
AV
MARTINSHIRE ST
*****
PA
NAM
A A
V
RA
VEN
NA
AV
ATM
OR
E A
V
W 233RD ST
ISLA
ND
AV
****
*
E 231ST ST
W 231ST ST
*****
LINCOLN STS
MAI
N S
T
*****
HA
RB
OR
FR
WY
& T
RA
NS
IT W
Y
****
*
E 230TH ST
*****
*****
ARC
HIB
ALD
AV
*****
MA
RIB
EL
AV
DE
LFO
RD
AV
CA
TSK
I LL
AV
S FI
GU
ERO
A S
T
****
*
* ** *
*
ARC
HI B
ALD
AV
E 244TH ST
FRIE
S A
V
S FIGU
ERO
A ST
W 235TH ST
E 234TH ST
CA
RO
LDA
LE A
V
E 236TH ST
W 230TH ST
*****
W 230TH ST
W 229TH ST
77
86
85
12
8731
29
84
13
95
90
76
93
83
33
15
30
32
485
280
266
537
279
639
424
270
107
270
123
692
653
372
617
356
322
407
358
644
731
282
398
345
101
560
752
646
455
115
325
365
604
544
585
408
387
359
119
329
273
252
665
434
635
486
613
361
102
255
689
643
525
619
597
528
579
421
662
310
333
381
105
456
331
406
584
558557
379
549
257
575
317
516
570
503
501
699
498
376
491
417
615
599
388
483
467
334
259
420
318
405
437
348 432
311
519
545
654
235
232
587
493
385
233
489
291
244
426
246
468
117
634
369
249
239
294
490
124
362
300
415
554
494
328
521
112
507
484
659
504
571
551
316292 347
401
423
313
526
458
664
666
595
496
290
380
609
670
738
691
266
454
312
422
308
603
624
497
108
283
627
337
269
565
240
367
517
256
447
610439
429
315
396
386
469
746
669
276
593
589
492
383
649
324
235
260
127
658
652
268
330
566
632
631
608
375
600
271
582
596
272
349
586
111
236
335
104410
364
605
694
125
620
637
258
598
514
563
323
319
339
614
289
350
378
305
267
518
298
441
543
737
382
247
553552
541
440
745
568
616
607
122
411
443
550
623
275
346
538
307630
402
336
636629
126
258
594
400
338
577
539
540
532
506
253
384
647
591
534
622
581
648
480
742
555
306
427
533
601
548
564
508
663
430
512
287
531
734
281
500
360
416
343
524
321
261
392
295
505
237
567
288
409
128
116
592
374
527
255
302
668
260
264
698
397
602
320
418
404
642303
342
481
667
736
285
265
693
645
391
621
741
618
414
332
633
523
612
431 262
510
390
580
578
445
263
509
262
446
399
457
373
660
442
267
314
299
351
251
733
588
482
572
277
114284
304
546
341
250
389
371 368
425
134
650
366
513
241
515
556
106
576353
377
243
352
547
638
370
522
419
569
573
438
444
354
394
530
488
113
495
536
628
436
640
293
574
535
562
651
363
499
248
511
250
542
403
559
301
502
676
735
230
355
326
259
340
261
296
278
327
487
641
393
435
732
395
249
690
656
118
590
344
274
412
254
606
413
433
657
297
611
245
661
252
257
655
561
357
730
520
529
103
S-1706 S-1761
LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKSTRUCTURAL
RATING(QSR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 3
Y0TV0809D
C A R S O NC A R S O N
L O S A N G E L E SL O S A N G E L E S
BNSF RR
S M
AIN
ST
UP RR
AVA
LON
BLV
DE SEPULVEDA BLVD
*****
BAN
NIN
G B
LVD
DO
L OR
ES
ST
E 233RD ST
PAN
AMA
AV
E 230TH ST
WIL
MIN
GTON
AV
E 238TH PL
E 236TH ST
E 237TH ST
CA
TSK
ILL
AV
E 231ST ST
E 238TH ST
REALTY ST
PACIFIC ST
LINCOLN ST
E 229TH PL
BRO
AD
ST
CA
ME
LBAC
K A
V
EAS
T S
T
RO
NAN
AV
RA
VEN
NA
AV
DELORAS DR
E BONDS ST
ANC
HO
R AVM
AR
IBEL
AV
GU
LF A
V
SE
RR
A D
R
E 235TH ST
E 232ND ST
BON
ITA
ST
KIDDIE LN S
MA
RB
ELL
A A
V
E 244TH ST
LAK
ME
AV
E 234TH ST
SCO
TTS
DA
LE D
R S
OCEANSIDE ST
ENO
LA A
V
E 234TH PL
NE
PTU
NE
AV
E 232ND PL
BRO
AD A
V
BAYPORT ST
SCO
TTS
DA
LE D
R N
PAR
ADIS
E V
ALL
EY
S
FRIE
S A
V
MA
RIN
E A
V
MIS
SIO
N D
R
ISLA
ND
AV
PAR
ADIS
E V
AL L
EY
N
S EA
GR
OV
E A
V
S REALTY ST
E 245TH ST ALB
ATR
OS
S A
V
FAIRHAVEN ST
UTI
LITY
WY
GOLD DUST LNGERONIMO LN
ADOBE LN
ZUNI LN
IDAB
ELL
AV
E 22
9TH
ST
KIDDIE LN N
STAGECOACH LN
CENTRAL PK N
CENTRAL PK S
BAY
PO
INT
AV
FIESTA LN
S C
OLO
NY
PA
RK
DR
NAVAJO LN
COYOTE LN
SQUAW PEAK LN
POR
TOLA
WY
TOMAHAWK LN
OCOTILLO LN
MILLWARD LN
PALOMINO LN
QUAIL ROW LN
DOVECOTE LNIRONWOOD LN
EAST RIDGE LN
UNION HILLS LN
KINGSWOOD LN
INDIAN SCHOOL LN
MESQUITE LN
RA
VEN
NA
AV
*****
RA
VEN
NA
AV
CA
TSK
I LL
AV
E 233RD ST
UP RR
E 244TH ST
FRIE
S A
V
S M
AIN
ST
****
*
MA
RIB
EL
AV
* ** *
*
S EA
GR
OV
E A
V
E 230TH ST
E 238TH ST
****
*
ISLA
ND
AV
****
*
E 238TH PL
****
*
E 231ST ST
*****LINCOLN ST
E 229TH PL
MA
RB
ELL
A A
V
****
*
PACIFIC ST
E 234TH ST
*****
*****
E 230TH ST
E 236TH ST
****
*
REALTY ST
E 232ND ST
*****
LINCOLN ST
PAN
AMA
AV
E 236TH ST
E BONDS ST*****
ANC
HO
R A
V
NE
PTU
NE
AV
77 78
86
96
8588
97
99
12
8731
29
89
28
84
13
14
95
92
90
76
91
93
83
33
15
30
3432
59
19
42
3968
57
74
72
22
54
20
26
98
48
24
64
53 58
17
6679
67
37
16
21
7340
25
55
45
70
56
61
81
3649
80
69
6362
1835
71
47 46
50
51
82
60
2738
7565
4341
23
44
52
485
537
639
107
270
123
692
653
617
644
101
560
646
455
115
132
604
544
585
119
665
434
635
486
613
102
255
120
643
525
619
597
528
662
105
456
121
558557
549
575
516
570
503
501
498
491
615
599
483
467
437
432
519
545
654
232
587
493
233
489
468
117
490
124
554
494
521
112
507
484
659
504
571
551
210
234
526
458
664
666
595
496
609
691
266
454
603
497
108
565
204
517
264
447
610
207
439110
469
669
593
589
492
649
235
201
260
127
658
652566
631
608
600
582
596
202
586
111
104
605
694
125
620
637
598
514
563
614
267
518
441
543
131553
552
541
440
568
616
607
122
206
443
550
623
538
630
636629
248
126
594
263
577
539
540
532
506
253
647
591
534
622
648
480
470
555
533
601
548
564
508
663
430
512
205
531
500
524
505
567
128
116
592
527
668
602
642
481
667
693
645
621
618
523
612
431 262
510
580
578
445
509
446
265
457
660
442
268
251
588
482
572
114
546109
134
650
513
241
515
556
106
576
547
638
522
569
573
438
444
293
530
488
113
495
536
628
436
640
203
574
535
562
651
499
511
129
542
559
502
259
261
269
487
641
435
249
690
656
118 133
590
254
606
433
657
611
661
252
655
561
520
529
103
294
306
225
198
164
273
193
284
168
300
137
192
162
315
223
146
169
158
172
312
141
160
185
277
159
181
308
195
176
197
149
222
283
285
220
151
314
316
194
163
154
296
196
136
282
179
142
280
184
148
303
171
289
140
291
310
190
191
189
199
276
302
182
165287
177
275313
221139
175
292
174
170
147
156
297
187
274
100
173
271
224
143
188
155
219
298
153
311
290
144
272
286
281
178218
278
200
157
288
166
167
180
135
307
150
138
161
309
279
186
S-1761
S-1706LegendSMD Sanitary Sewers
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
CCTV PROJECT
MARCH 2011
QUICKSTRUCTURAL
RATING(QSR)
0 320 640 960 1,280
Feet
Supervisorial District 2 City of Carson
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
ENCLOSURE 3
Y0TV0809D
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::
20090511 Y0TV0809D Dry Gilbert Contreras 958 65848
481.00 LACDPW CARSON 05/11/2009 Jetting 1706
ALLEY
CAR
Alley
Not Controlled
G312-007
1706-0500
1706-0516
353.8 ft
Routine Assessment
Sanitary
0500/1706-0516/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:660 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:34 1611Manhole, within 8 inch: NO, Remarks: 1706-0500
5.00 00:01:04 1612 M 2Water Level, 5 %, within 8 inch: NO
5.30 00:01:17 1613Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
7.10 00:01:33 1614, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
14.30 00:02:04 1616Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
14.80 S1 00:02:24 1617, b S 3Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, Start
54.40 00:03:31 1619Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
69.50 00:04:25 1620Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
100.70 00:05:50 1621Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
119.20 00:06:29 1622Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
121.40 00:07:11 1623, b S 5Hole Soil Visible, from 9 to 11 o'clock, within 8 inch: NO
121.40 00:07:36 1626, b S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
150.30 00:08:39 1628Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
174.90 00:09:41 1629Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
180.70 00:10:24 1630Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
225.70 F1 00:12:03 1631 S 3Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, End
225.80 S2 00:12:17 1632, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
280.20 00:14:15 1634, b M 2Deposits Attached Grease, from 7 to 5 o'clock, 5 %, within 8 inch: NO
290.10 00:14:54 1636Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
1706-0500
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 #:20090511 Y0TV0809D Dry Gilbert Contreras 958 65848
481.00 LACDPW CARSON 05/11/2009 Jetting 1706
1:660 position observation MPEG photo grade
WinCanExport.mdb // page: 2
304.40 00:15:46 1637, b M 2Deposits Attached Grease, from 7 to 5 o'clock, 10 %, within 8 inch: YES
317.90 00:16:30 1639Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
322.60 S3 00:17:19 1640, b M 3Deposits Attached Grease, from 7 to 5 o'clock, 20 %, within 8 inch: NO,Start
323.80 00:17:49 1643Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
323.80 00:18:05 1644, b M 3Deposits Attached Grease, at 3 o'clock, 20 %, within 8 inch: NO
353.70 F1 00:21:24 1648 S 3Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, End
353.70 F2 00:21:52 1649 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
353.80 F3 00:20:14 1650 M 3Deposits Attached Grease, from 7 to 5 o'clock, 20 %, within 8 inch: NO,End
353.80 00:20:52 1651Manhole, within 8 inch: NO, Remarks: 1706-0516
1706-0516
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5135 3323 24 15 39 3 2.5 2.79
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::
20090511 Y0TV0809D Dry Gilbert Contreras 960 61224
322.00 LACDPW CARSON 05/11/2009 Jetting 1761
SEPULVEDA BV
CAR
Main Highway - Suburban/Rural
Not Controlled
G312-007
1761-0045
1761-0041
348.1 ft
Routine Assessment
Sanitary
0041/1761-0045/1761
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:660 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:40 1677Manhole, within 8 inch: NO, Remarks: 1761-0045, Buried MH
0.00 00:00:50 1678 M 2Water Level, 10 %, within 8 inch: NO
5.50 00:01:11 1679Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
7.00 00:01:45 1680, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
38.60 00:03:14 1682, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
49.10 00:03:53 1684Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
53.60 00:04:39 1685, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
53.60 00:05:20 1687, b S 2Fracture Circumferential, from 4 to 7 o'clock, within 8 inch: YES
95.60 00:06:51 1689Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
119.30 00:08:07 1690, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
129.20 00:09:05 1692, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
139.10 00:09:44 1694Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
143.70 00:10:18 1695, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
159.40 00:11:13 1697, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
176.00 00:12:05 1699Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
183.50 00:12:59 1700, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
183.50 00:13:10 1702, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
183.50 00:13:22 1704, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
183.50 00:14:04 1706, b S 5Broken, from 4 to 8 o'clock, within 8 inch: YES
187.70 00:14:50 1708Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
189.40 00:15:18 1709, bRoots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES
204.90 00:16:10 1711, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
248.90 00:17:33 1713, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
268.50 00:18:22 1715Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
1761-0045
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 #:20090511 Y0TV0809D Dry Gilbert Contreras 960 61224
322.00 LACDPW CARSON 05/11/2009 Jetting 1761
1:660 position observation MPEG photo grade
WinCanExport.mdb // page: 2
321.00 00:20:10 1716Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
325.70 00:20:54 1717, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
335.20 00:22:33 1719, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
344.20 00:23:44 1721, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
348.10 00:24:47 1723 M 1Vermin Cockroach, within 8 inch: NO
348.10 00:24:58 1724Manhole, within 8 inch: NO, Remarks: 1761-0041
1761-0041
QSR QMR SPR MPR OPR SPRI MPRI OPRI
513A 2111 45 3 48 3 1.5 2.82
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::
20090427 Y0TV0809D Dry Martin Garcia 113 65827
162.00 LACDPW CAR 04/21/2009 Jetting 1706
EASEMENT
CAR
Light Highway
Not Controlled
M313-057
1706-0481
1706-0482
161 ft
Routine Assessment
Sanitary
0481/1706-0482/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:375 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:33 3189Manhole, within 8 inch: NO, Remarks: 1706-0481
0.00 00:00:41 3190 M 1Vermin Cockroach, within 8 inch: NO
3.00 00:01:18 3191, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
5.00 00:02:18 3193 M 2Water Level, 5 %, within 8 inch: NO
5.00 00:02:32 3194, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
9.20 00:03:18 3196 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
11.90 S1 00:10:16 3197, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
98.90 00:14:22 3201Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
139.00 00:23:51 3202, b S 5Broken, from 6 to 12 o'clock, within 8 inch: YES
161.00 F1 00:25:09 3204 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
161.00 00:25:22 3205Manhole, within 8 inch: NO, Remarks: 1706-0482
1706-0481
1706-0482
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5115 2111 10 3 13 1.67 1.5 1.63
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::
20090519 Y0TV0809D Dry Gilbert Contreras 1042 65760
242.00 LACDPW CARSON 05/18/2009 Jetting 1706
EASEMENT
CAR
Easement/Right of Way
Not Controlled
G312-013
1706-0537
1706-0538
240.9 ft
Routine Assessment
Sanitary
0537/1706-0538/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:550 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:39 3119Manhole, within 8 inch: NO, Remarks: 1706-0537
2.00 00:01:24 3120, b S 2Fracture Circumferential, from 4 to 2 o'clock, within 8 inch: NO
2.50 00:02:01 3122, b M 2Tap Factory Defective, at 3 o'clock, 4", 2, within 8 inch: NO, Remarks:fractured
3.00 00:02:35 3124, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
5.00 00:03:03 3126 M 2Water Level, 15 %, within 8 inch: NO
14.00 S1 00:03:51 3127, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
33.20 00:05:07 3129Tap Break-in Active, at 9 o'clock, 4", within 8 inch: NO
53.50 00:05:58 3130Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
53.50 00:6:10 3131 M 2Roots Tap Lateral, at 3 o'clock, 15 %, within 8 inch: NO
89.70 00:07:43 3132Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
101.20 00:08:30 3133Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
131.30 00:09:51 3134Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
146.20 00:10:35 3135Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
153.20 S2 00:10:59 3136, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES, Start
179.40 00:12:25 3138, b M 2Tap Factory Defective, at 9 o'clock, 4", 2, within 8 inch: NO
203.70 00:13:41 3140Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
230.10 00:15:17 3141Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
236.00 00:15:57 3142Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
237.60 00:16:30 3143, b S 4Broken, from 5 to 7 o'clock, within 8 inch: YES
240.90 F1 00:17:29 3145 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
240.90 F2 00:17:43 3146Roots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES, End
240.90 00:18:01 3147Manhole, within 8 inch: NO, Remarks: 1706-0538, buried
1706-0537
1706-0538
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4133 2400 15 8 23 3 2 2.56
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::
20090508 Y0TV0809D Dry Gilbert Contreras 954 65853
289.00 LACDPW CARSON 05/07/2009 Jetting 1706
EASEMENT
CAR
Easement/Right of Way
Not Controlled
G312-006
1706-0503
1706-0504
287.8 ft
Routine Assessment
Sanitary
0503/1706-0504/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:37 1465Manhole, within 8 inch: NO, Remarks: 1706-0503
0.00 00:00:54 1466 M 2Water Level, 10 %, within 8 inch: NO
18.20 00:2:10 1467, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
19.30 00:02:38 1469Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
22.10 00:03:08 1470Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
39.40 S1 00:04:18 1471, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
39.40 S2 00:04:31 1473, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
77.30 00:07:03 1475Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
77.30 00:07:20 1476 M 3Roots Medium Lateral, at 3 o'clock, 35 %, within 8 inch: NO
80.10 00:08:04 1477Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
120.10 S3 00:09:59 1478, b M 3Water Level Sag, 45 %, within 8 inch: NO, Start
120.10 00:10:38 1480, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
127.60 S4 00:12:21 1482, b S 5Broken Soil Visible, from 7 to 6 o'clock, within 8 inch: YES, Start
127.60 00:12:56 1485, b S 4Deformed, 10 %, within 8 inch: NO
127.60 00:13:16 1487, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
129.60 F4 00:14:46 1489 S 5Broken Soil Visible, from 7 to 6 o'clock, within 8 inch: YES, End
130.70 F3 00:15:04 1490 M 3Water Level Sag, 45 %, within 8 inch: NO, End
130.90 00:15:28 1491, b S 5Broken, from 4 to 9 o'clock, within 8 inch: YES
138.00 00:15:55 1493 M 2Water Level, 10 %, within 8 inch: NO
156.90 00:17:56 1494Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
159.30 00:18:23 1495Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
196.00 00:20:34 1496Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
198.60 00:20:59 1497Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
1706-0503
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 #:20090508 Y0TV0809D Dry Gilbert Contreras 954 65853
289.00 LACDPW CARSON 05/07/2009 Jetting 1706
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 2
224.70 F2 00:22:21 1498Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
228.40 00:22:49 1499, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
228.40 F1 00:23:01 1501 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
231.90 00:23:39 1502, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
246.80 00:25:32 1504, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
262.50 00:28:15 1506, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
278.00 S5 00:31:05 1508, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start
281.00 F5 00:31:58 1510 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End
281.00 00:32:21 1511, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
287.80 00:34:12 1513Manhole, within 8 inch: NO, Remarks: 1706-0504
1706-0504
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5342 3322 51 13 64 3.19 2.6 3.05
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::
20090519 Y0TV0809D Dry Gilbert Contreras 1040 65758
212.00 LACDPW CARSON 05/18/2009 Jetting 1706
EASEMENT
CAR
Easement/Right of Way
Not Controlled
G312-013
1706-0535
1706-0536
211.2 ft
Routine Assessment
Sanitary
0535/1706-0536/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:475 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:34 3051Manhole, within 8 inch: NO, Remarks: 1706-0535
0.00 00:00:45 3052 M 1Vermin Cockroach, within 8 inch: NO
3.60 00:01:55 3053, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
3.60 00:02:09 3055, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
5.00 00:02:46 3057 M 2Water Level, 10 %, within 8 inch: NO
5.10 00:03:11 3058, b S 3Crack Multiple, from 9 to 5 o'clock, within 8 inch: YES
43.40 00:04:24 3060Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
46.10 00:04:44 3061Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
46.10 00:05:00 3062 M 2Roots Tap Lateral, at 3 o'clock, 15 %, within 8 inch: NO
59.00 00:05:57 3063, b S 3Crack Multiple, from 6 to 10 o'clock, within 8 inch: YES
59.00 00:06:07 3065, bRoots Fine Joint, from 9 to 10 o'clock, within 8 inch: YES
71.30 S2 00:07:05 3067, b S 3Crack Multiple, from 7 to 3 o'clock, within 8 inch: YES, Start
71.30 00:07:17 3069, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
77.80 S1 00:08:22 3071, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
77.80 00:08:34 3073, b S 1Joint Offset Medium, within 8 inch: YES
81.00 F1 00:09:30 3075 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
81.20 00:10:07 3076, b M 2Deposits Attached Encrustation, from 10 to 2 o'clock, 10 %, within 8 inch:NO
85.50 00:10:37 3078Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
140.30 00:12:16 3079Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
140.30 00:12:34 3080, b M 3Roots Medium Connection, from 2 to 6 o'clock, 25 %, within 8 inch: NO
143.00 00:13:16 3082Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
182.40 00:14:33 3083Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
206.80 00:15:19 3084Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
207.40 F2 00:15:34 3085 S 3Crack Multiple, from 7 to 3 o'clock, within 8 inch: YES, End
211.20 00:16:17 3086Manhole, within 8 inch: NO, Remarks: 1706-0536, buried MH
1706-0535
1706-0536
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4234 3123 22 10 32 2.75 2 2.46
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::
20090511 Y0TV0809D Dry Gilbert Contreras 956 65855
251.00 LACDPW CARSON 05/08/2009 Jetting 1706
REALTY ST
CAR
Light Highway
Not Controlled
G312-007
1706-0504
1706-0506
260 ft
Routine Assessment
Sanitary
0504/1706-0506/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:32 1545Manhole, within 8 inch: NO, Remarks: 1706-0504
5.00 00:01:04 1546 M 2Water Level, 10 %, within 8 inch: NO
6.20 00:01:37 1547, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
6.40 00:01:53 1549 M 2Water Mark, 15 %, within 8 inch: NO
12.20 S1 00:02:18 1550, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start
22.00 00:03:09 1552, b S 3Crack Multiple, from 8 to 4 o'clock, within 8 inch: YES
45.00 00:03:59 1554Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
71.60 F1 00:04:42 1555 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End
77.80 00:05:17 1556, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
84.30 S2 00:05:59 1558, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
101.20 00:06:50 1560Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
115.50 00:08:09 1561, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
159.80 00:10:25 1563, b S 4Broken, from 7 to 9 o'clock, within 8 inch: YES
159.80 00:10:40 1565, b S 2Fracture Circumferential, from 8 to 10 o'clock, within 8 inch: YES
160.30 S3 00:11:08 1567, b S 2Fracture Circumferential, from 4 to 5 o'clock, within 8 inch: YES, Start
160.30 S4 00:11:32 1569, b S 3Fracture Longitudinal, at 7 o'clock, within 8 inch: YES, Start
160.60 00:12:02 1571Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
165.50 F3 00:12:41 1572 S 2Fracture Circumferential, from 4 to 5 o'clock, within 8 inch: YES, End
165.50 F4 00:12:53 1573 S 3Fracture Longitudinal, at 7 o'clock, within 8 inch: YES, End
210.00 00:14:32 1574 M 2Water Level, 15 %, within 8 inch: NO
216.40 00:14:47 1575 M 2Water Level, 25 %, within 8 inch: NO
217.10 00:14:59 1576Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
222.40 00:17:43 1577 M 2Water Mark, 20 %, within 8 inch: NO
1706-0504
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 #:20090511 Y0TV0809D Dry Gilbert Contreras 956 65855
251.00 LACDPW CARSON 05/08/2009 Jetting 1706
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 2
232.80 00:18:03 1578 M 2Water Level, 15 %, within 8 inch: NO
243.00 00:18:36 1579 M 2Water Level, 25 %, within 8 inch: NO, Remarks: Flow held by cement at DS
256.80 F2 00:19:34 1580 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
260.00 00:20:24 1581Manhole, within 8 inch: NO, Remarks: 1706-05061706-0506
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4137 2700 37 14 51 2.64 2 2.43
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::
20090330 Y0TV0809D Dry Rigo Alvarez 1250 66783
160.00 LACDPW CARSON Jetting 1705
KINARD AV
CAR
Light Highway
Not Controlled
R045
1705-0582
1705-0581
219 ft
Routine Assessment
Sanitary
0581/1705-0582/1705
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:500 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:34 2350Manhole, within 8 inch: NO, Remarks: 1705-0582
6.50 00:01:04 2351Tap Factory Capped, at 10 o'clock, 6", within 8 inch: NO
6.50 00:01:14 2352, b M 1Vermin Cockroach, within 8 inch: NO
16.10 00:01:56 2354Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
42.60 00:03:01 2355Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
58.90 00:03:50 2356Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
75.10 00:04:43 2357Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
76.20 00:05:04 2358, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
76.20 00:05:22 2360, b S 1Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
98.20 00:06:40 2362Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
121.30 00:07:45 2363Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
125.80 00:08:22 2364, b S 4Fracture Multiple, from 8 to 5 o'clock, within 8 inch: YES
137.70 00:09:24 2366Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
153.70 00:10:15 2367Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
180.50 00:11:23 2368Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
189.90 00:12:03 2369Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
219.00 00:13:37 2370Manhole, within 8 inch: NO, Remarks: 1705-0581
1705-0582
1705-0581
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 1100 7 1 8 2.33 1 2
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::
20090406 Y0TV0809D Dry Martin Garcia 853 65791
282.00 LACDPW CARSON 03/31/2009 Jetting 1706
232ND ST
CAR
Light Highway
Not Controlled
M313-045
1706-0567
1706-0568
297.4 ft
Routine Assessment
Sanitary
0567/1706-0568/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:675 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:30 9153Manhole, within 8 inch: NO, Remarks: 1706-0567
6.00 00:01:09 9154 M 2Water Level, 10 %, within 8 inch: NO
22.40 00:01:54 9155Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
25.40 00:2:10 9156Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
28.10 00:02:47 9157, b S 2Fracture Circumferential, from 10 to 11 o'clock, within 8 inch: YES
28.10 00:03:16 9159, b S 4Broken, from 11 to 1 o'clock, within 8 inch: YES
28.10 00:03:51 9161, b M 2Intruding Sealing Ring Hanging, from 10 to 1 o'clock, 10 %, within 8 inch:YES
41.20 00:04:35 9163Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
77.00 00:05:52 9164Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
77.00 00:06:02 9165 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
144.00 00:08:14 9166Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
146.40 00:08:28 9167Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
148.90 00:08:40 9168 M 2Water Level, 5 %, within 8 inch: NO
158.10 00:09:05 9169Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
197.30 00:10:26 9170Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
212.20 00:11:02 9171Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
227.10 00:11:49 9172Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
261.80 00:13:04 9173, bRoots Fine Joint, from 4 to 5 o'clock, within 8 inch: YES
266.60 00:13:30 9175Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
266.60 00:13:41 9176 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
287.50 00:14:29 9177Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
287.50 00:14:43 9178 M 3Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO
290.30 00:15:00 9179Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
293.20 00:15:16 9180, bRoots Fine Joint, from 4 to 6 o'clock, within 8 inch: YES
297.40 00:15:56 9182Manhole, within 8 inch: NO, Remarks: 1706-0568
1706-0567
1706-0568
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 3123 6 11 17 3 1.83 2.13
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::
20090325 Y0TV0809D Dry Martin Garcia 749 65723
286.00 LACDPW CARSON 03/17/2009 Jetting 1706
ALLEY
CAR
Light Highway
Not Controlled
M313-038
1706-0622
1706-0623
211.8 ft
Routine Assessment
Sanitary
0622/1706-0623/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:475 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:29 7117Manhole, within 8 inch: NO, Remarks: 1706-0622
3.00 00:01:13 7118, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
3.00 00:01:27 7120, bRoots Fine Joint, from 12 to 4 o'clock, within 8 inch: YES
5.00 00:2:10 7122 M 2Water Level, 5 %, within 8 inch: NO
6.20 00:02:20 7123, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
6.20 00:02:37 7125, bRoots Fine Joint, from 10 to 4 o'clock, within 8 inch: YES
30.90 00:03:37 7127Roots Fine Joint, at 3 o'clock, within 8 inch: YES
34.00 00:04:05 7128Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
35.90 00:04:20 7129Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
35.90 00:04:30 7130 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
36.90 00:04:47 7131, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
89.20 00:06:42 7133, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
92.30 00:07:06 7135, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
94.10 00:07:27 7137Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
132.10 00:08:43 7138Roots Fine Joint, at 2 o'clock, within 8 inch: YES
132.10 00:08:55 7139, b S 2Crack Longitudinal, at 2 o'clock, within 8 inch: YES
144.30 00:09:49 7141, b S 4Broken, from 1 to 3 o'clock, within 8 inch: YES
144.30 00:10:08 7143, bRoots Fine Joint, from 10 to 3 o'clock, within 8 inch: YES
147.50 00:10:35 7145, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
155.50 00:11:09 7147Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
207.40 00:12:47 7148Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
208.90 00:13:12 7149, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
211.80 00:13:54 7151Manhole, within 8 inch: NO, Remarks: 1706-0623
1706-0622
1706-0623
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2111 9 3 12 1.8 1.5 1.71
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::
20090416 Y0TV0809D Dry Anthony Hernandez 2411 66002
88.00 LACDPW CARSON Jetting 1706
FIGUERROA ST
CAR
Light Highway
Not Controlled
A315-043
1706-0279
1706-0278
86.6 ft
Routine Assessment
Sanitary
0278/1706-0279/1706
Circular 8"Vitrified Clay Pipe Pipe Length:
1:200 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:33 11198Manhole, within 8 inch: NO, Remarks: 1706-0279
1.00 00:01:25 11199, b S 3Crack Multiple, from 6 to 6 o'clock, within 8 inch: NO
3.30 00:03:53 11201, b S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
5.40 00:04:39 11204, b S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
6.00 00:05:08 11206 M 2Water Level, 10 %, within 8 inch: NO
6.00 00:05:16 11207 M 2Water Mark, 15 %, within 8 inch: NO
7.00 00:05:37 11208, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
8.50 00:06:02 11210, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
8.50 00:06:17 11212, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
8.50 00:06:36 11214, b S 1Crack Circumferential, from 8 to 2 o'clock, within 8 inch: YES
14.70 00:07:18 11216, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
14.70 00:07:35 11218, b S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
14.70 00:07:53 11220, b S 1Crack Circumferential, from 12 to 2 o'clock, within 8 inch: YES
17.70 00:08:32 11222, b S 1Crack Circumferential, from 9 to 9 o'clock, within 8 inch: YES
20.80 00:09:13 11224, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
28.50 00:10:01 11226, b S 2Fracture Circumferential, from 2 to 3 o'clock, within 8 inch: YES
29.30 00:10:38 11228, b S 2Fracture Circumferential, from 12 to 12 o'clock, within 8 inch: YES
30.00 00:11:09 11230, b S 1Crack Circumferential, from 9 to 8 o'clock, within 8 inch: YES
31.10 00:12:02 11232, b S 4Broken, from 3 to 5 o'clock, within 8 inch: YES
33.20 00:12:35 11234, b S 1Crack Circumferential, from 4 to 10 o'clock, within 8 inch: YES
42.60 00:13:25 11236, b S 1Crack Circumferential, from 8 to 8 o'clock, within 8 inch: YES
45.60 00:14:02 11238, b S 1Crack Circumferential, from 9 to 11 o'clock, within 8 inch: YES
46.70 00:14:33 11240Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
62.50 00:15:38 11241, b S 1Crack Circumferential, from 12 to 12 o'clock, within 8 inch: NO
86.60 00:17:02 11243Manhole, within 8 inch: NO, Remarks: 1706-0278
1706-0279
1706-0278
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 35 4 39 1.75 2 1.77
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::
20090409 Y0TV0809D Dry Anthony Hernandez 2349 65997
78.00 LACDPW CARSON Jetting 1706
CAROLDALE AV
CAR
Light Highway
Not Controlled
A315-038
1706-0276
1706-0275
1 ft
Routine Assessment
Sanitary
0275/1706-0276/1706
Circular 10"Vitrified Clay Pipe Pipe Length:
1:25 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:34 8785Manhole, within 8 inch: NO, Remarks: 1706-0276
1.00 00:01:36 8786, b S 5Broken Soil Visible, from 12 to 12 o'clock, within 8 inch: NO
1.00 00:02:25 8790, bAbandoned Survey, within 8 inch: NO, Remarks: DUE TO BROKEN PIPE
1706-0276
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 0000 5 0 5 5 0 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::
20090430 Y0TV0809D Dry Martin Garcia 143 65795
259.00 LACDPW CAR 04/27/2009 Jetting 1706
MARBELLA AV
CAR
Light Highway
Not Controlled
M313-060
1706-0453
1706-0454
255.9 ft
Routine Assessment
Sanitary
0453/1706-0454/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:575 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:30 3825Manhole, within 8 inch: NO, Remarks: 1706-0453
6.00 00:01:13 3826 M 2Water Level, 10 %, within 8 inch: NO
15.30 00:01:38 3827Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
18.10 00:01:54 3828Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
66.40 00:03:42 3829Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
69.10 00:03:59 3830Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
116.40 00:05:37 3831Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
119.50 00:05:55 3832Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
119.50 00:06:25 3833 M 3Deposits Attached Encrustation, from 2 to 4 o'clock, 20 %, within 8 inch:NO
157.90 00:07:45 3834 M 2Water Level, 20 %, within 8 inch: NO
161.10 00:08:26 3835, b S 5Broken Soil Visible, from 10 to 3 o'clock, within 8 inch: YES
165.90 00:09:29 3837 M 2Deposits Attached Grease, from 6 to 8 o'clock, 10 %, within 8 inch: NO
167.90 00:09:45 3838Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
170.50 00:10:03 3839Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
180.80 00:10:33 3840 M 2Water Level, 10 %, within 8 inch: NO
219.00 00:12:03 3841Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
221.60 00:12:19 3842Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
249.70 00:13:21 3843Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
252.60 00:13:37 3844Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
255.90 00:13:57 3845Manhole, within 8 inch: NO, Remarks: 1706-0454
1706-0453
1706-0454
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 3124 5 11 16 5 2.2 2.67
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::
20090420 Y0TV0809D Dry Anthony Hernandez 2429 65990
445.00 LACDPW CARSON Jetting 1706
FIGUERROA ST
CAR
Light Highway
Not Controlled
A315-045
1706-0271A
1706-0272
115.9 ft
Routine Assessment
Sanitary
0271A/1706-0272/1706
Circular 8"Vitrified Clay Pipe Pipe Length:
1:275 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:32 11805Manhole, within 8 inch: NO, Remarks: 1706-0271A
6.00 00:01:51 11806 M 2Water Level, 5 %, within 8 inch: NO
6.00 00:02:01 11807 M 2Water Mark, 10 %, within 8 inch: NO
38.50 00:03:18 11808Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
38.50 00:03:39 11809, b M 3Roots Medium Lateral, at 3 o'clock, 10 %, within 8 inch: NO
39.20 00:04:27 11811, bRoots Fine Joint, from 1 to 4 o'clock, within 8 inch: YES
62.60 00:05:44 11813Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
62.60 00:05:59 11814, b M 3Roots Medium Lateral, at 3 o'clock, 10 %, within 8 inch: NO
72.90 00:06:52 11816, bRoots Fine Joint, from 9 to 11 o'clock, within 8 inch: YES
91.30 00:08:06 11818, bRoots Fine Joint, from 11 to 1 o'clock, within 8 inch: YES
98.40 00:09:05 11820 M 2Roots Fine Barrel, from 7 to 3 o'clock, within 8 inch: NO
98.40 00:09:30 11821, b S 1Crack Circumferential, from 12 to 12 o'clock, within 8 inch: NO
115.90 00:10:38 11823, b S 5Broken, from 2 to 10 o'clock, within 8 inch: YES
115.90 00:11:38 11825Abandoned Survey, within 8 inch: NO, Remarks: DUE TO BROKEN PIPE
1706-0271A
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 3223 6 12 18 3 2.4 2.57
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::
20090515 Y0TV0809D Dry Martin Garcia 175 65816
263.00 LACDPW CAR 05/04/2009 Jetting 1706
EASEMENT
CAR
Easement/Right of Way
Not Controlled
M313-065
1706-0472
1761-0010
246.7 ft
Routine Assessment
Sanitary
0010/1761-0472/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:550 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:27 4339Manhole, within 8 inch: NO, Remarks: 1706-0472
0.00 00:00:34 4340 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:18 4341 M 2Water Level, 10 %, within 8 inch: NO
30.10 00:02:26 4342Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
30.10 00:02:47 4343 M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO
32.70 00:03:13 4344Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
32.70 00:03:32 4345 M 1Roots Fine Connection, at 3 o'clock, within 8 inch: NO
39.50 00:04:20 4346, b S 5Hole Void Visible, from 11 to 1 o'clock, within 8 inch: YES
39.50 00:04:40 4348, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
39.50 00:04:54 4350, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
246.70 00:14:45 4352 M 1Vermin Cockroach, within 8 inch: NO
246.70 00:14:56 4353Manhole, within 8 inch: NO, Remarks: 1761-0010
1706-0472
1761-0010
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 2114 6 6 12 3 1.2 1.71
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::
20090415 Y0TV0809D Dry Martin Garcia 66 61124
238.00 LACDPW CAR 04/14/2009 Jetting 1761
ALLEY
CAR
Alley
Not Controlled
M313-052
1761-0077
1761-0078
333.6 ft
Routine Assessment
Sanitary
0077/1761-0078/1761
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:396 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:27 1866Manhole, within 8 inch: NO, Remarks: 1761-0077
3.00 00:00:53 1867, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
4.80 00:01:23 1869Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
5.00 00:01:56 1870 M 2Water Level, 5 %, within 8 inch: NO
7.00 00:2:10 1871Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
25.30 00:02:56 1872Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
27.70 00:03:13 1873Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
52.10 00:04:11 1874Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
54.70 00:04:28 1875Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
75.50 00:05:22 1876Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
78.40 00:05:41 1877Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
105.40 00:06:46 1878Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
107.90 00:07:06 1879Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
111.60 00:07:23 1880 M 2Water Level, 5 %, within 8 inch: NO
126.10 00:08:00 1881Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
150.30 00:09:05 1882Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
151.30 00:09:33 1883, b S 1Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
152.70 00:09:57 1885Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
154.20 00:10:18 1886, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
166.10 00:11:17 1888, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
176.80 00:12:08 1890Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
1761-0077
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 #:20090415 Y0TV0809D Dry Martin Garcia 66 61124
238.00 LACDPW CAR 04/14/2009 Jetting 1761
1:396 position observation MPEG photo grade
WinCanExport.mdb // page: 2
179.20 00:12:34 1891, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: NO
179.40 00:13:05 1893 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
180.50 00:13:25 1894, b S 1Crack Circumferential, from 7 to 4 o'clock, within 8 inch: YES
192.80 00:14:28 1896, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
194.40 00:14:55 1898Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
203.20 00:15:24 1899Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
227.20 00:16:32 1900Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
230.10 00:16:51 1901Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
250.70 00:17:45 1902Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
253.40 00:18:07 1903Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
269.50 00:19:10 1904, b M 2Deposits Attached Grease, from 9 to 3 o'clock, 10 %, within 8 inch: NO
272.80 00:19:46 1906 M 2Deposits Attached Grease, from 11 to 2 o'clock, 5 %, within 8 inch: NO
277.40 00:20:09 1907Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
279.90 00:20:31 1908Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
290.50 00:21:15 1909, b M 3Deposits Attached Grease, from 10 to 2 o'clock, 15 %, within 8 inch: NO
296.70 00:21:57 1911, b S 1Crack Circumferential, from 3 to 8 o'clock, within 8 inch: YES
296.70 00:22:17 1913 M 2Deposits Attached Grease, from 10 to 3 o'clock, 5 %, within 8 inch: NO
298.00 00:22:43 1914, b S 5Hole Soil Visible, from 2 to 4 o'clock, within 8 inch: NO
304.80 00:23:26 1916Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
304.80 00:23:51 1917, b M 5Deposits Attached Grease, at 3 o'clock, 80 %, within 8 inch: NO, Remarks:IN LATERAL
307.20 00:24:25 1919Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
307.20 00:24:46 1920 M 5Deposits Attached Grease, at 9 o'clock, 80 %, within 8 inch: NO, Remarks:IN LATERAL
328.40 00:25:42 1921Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
331.00 00:26:02 1922Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
333.60 00:26:22 1923Manhole, within 8 inch: NO, Remarks: 1761-0078
1761-0078
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 5231 14 25 39 1.56 2.78 2.17
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::
20090406 Y0TV0809D Dry Anthony Hernandez 2317 66000
174.00 LACDPW CARSON Jetting 1706
CAROLDALE AV
CAR
Light Highway
Not Controlled
A315-036
1706-0316
1706-0277
140.9 ft
Routine Assessment
Sanitary
0277/1706-0316/1706
Circular 8"Vitrified Clay Pipe Pipe Length:
1:264 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:32 8112Manhole, within 8 inch: NO, Remarks: 1706-0316
6.00 00:01:03 8113 M 2Water Level, 15 %, within 8 inch: NO
6.00 00:01:14 8114 M 2Water Mark, 20 %, within 8 inch: NO
15.10 00:01:46 8115, b S 1Crack Circumferential, from 8 to 1 o'clock, within 8 inch: YES
15.90 00:02:14 8117Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
21.10 00:02:42 8118, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
45.60 00:04:21 8120, b S 5Broken Void Visible, from 9 to 2 o'clock, within 8 inch: NO
68.90 00:06:06 8123 S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
68.90 00:06:40 8124, bRoots Fine Joint, from 4 to 10 o'clock, within 8 inch: YES
68.90 00:07:02 8126 S 2Fracture Circumferential, from 8 to 12 o'clock, within 8 inch: YES
69.70 00:07:21 8127, bTap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
69.70 00:07:47 8129 M 1Roots Fine Connection, from 7 to 9 o'clock, within 8 inch: NO
70.50 00:08:16 8130, b S 1Crack Circumferential, from 12 to 2 o'clock, within 8 inch: YES
82.50 00:09:19 8132, b M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
95.00 00:10:23 8134, b S 1Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
97.60 00:10:54 8136, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
98.50 00:11:25 8138, b M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
98.50 00:11:52 8140 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
106.90 00:12:37 8141, bRoots Fine Joint, at 3 o'clock, within 8 inch: YES
106.90 00:12:55 8143, b S 1Crack Circumferential, from 12 to 5 o'clock, within 8 inch: YES
110.50 00:13:30 8145, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
110.50 00:13:39 8147, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
113.70 00:14:14 8149, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
113.70 00:14:40 8151 S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
117.10 00:14:58 8152, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
117.10 00:15:15 8154, bRoots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
1706-0316
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 #:20090406 Y0TV0809D Dry Anthony Hernandez 2317 66000
174.00 LACDPW CARSON Jetting 1706
1:264 position observation MPEG photo grade
WinCanExport.mdb // page: 2
117.10 00:14:58 8152, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
117.10 00:15:15 8154, bRoots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
127.40 00:16:02 8156, b S 1Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
137.50 00:16:49 8158, b S 1Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
137.50 00:17:04 8160, bRoots Fine Joint, from 2 to 3 o'clock, within 8 inch: YES
138.60 00:17:32 8162Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
140.90 00:17:53 8163Manhole, within 8 inch: NO, Remarks: 1706-0277
1706-0277
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 2412 20 10 30 1.43 1.67 1.5
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::
20090409 Y0TV0809D Dry Martin Garcia 22 65859
343.00 LACDPW CAR 04/02/2009 Jetting 1706
234TH ST
CAR
Light Highway
Not Controlled
M313-048
1706-0388
1706-0387
276.3 ft
Routine Assessment
Sanitary
0387/1706-0388/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:264 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:29 755Manhole, within 8 inch: NO, Remarks: 1706-0388
0.00 00:00:37 756 M 1Vermin Cockroach, within 8 inch: NO
5.00 00:01:23 757 M 2Water Level, 5 %, within 8 inch: NO
9.20 00:01:39 758, bRoots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
15.90 00:02:26 760, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
48.50 00:03:43 762Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
48.50 00:04:03 763, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
49.10 00:04:23 765, bRoots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
51.20 00:04:53 767Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
51.20 00:05:06 768 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
52.20 00:05:24 769, bRoots Fine Joint, from 7 to 3 o'clock, within 8 inch: YES
64.50 00:06:05 771, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
69.60 00:06:37 773Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
69.60 00:06:53 774 M 3Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO
79.70 00:07:27 775, bRoots Fine Joint, from 12 to 1 o'clock, within 8 inch: YES
85.90 00:08:09 777, bRoots Fine Joint, from 12 to 5 o'clock, within 8 inch: YES
89.20 00:08:37 779, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
90.80 00:09:02 781Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
90.80 00:09:18 782 M 4Roots Ball Lateral, at 9 o'clock, 90 %, within 8 inch: NO
94.70 00:09:44 783, bRoots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
94.70 00:10:01 785, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
104.10 00:10:40 787, bRoots Fine Joint, at 3 o'clock, within 8 inch: YES
107.40 00:11:13 789, bRoots Fine Joint, from 7 to 12 o'clock, within 8 inch: YES
1706-0388
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 #:20090409 Y0TV0809D Dry Martin Garcia 22 65859
343.00 LACDPW CAR 04/02/2009 Jetting 1706
1:264 position observation MPEG photo grade
WinCanExport.mdb // page: 2
123.00 00:12:07 791, bRoots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
137.20 00:12:55 793Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
137.20 00:13:16 794 M 4Roots Ball Lateral, at 3 o'clock, 75 %, within 8 inch: NO
141.20 00:13:43 795, bRoots Fine Joint, at 4 o'clock, within 8 inch: YES
150.60 00:14:24 797, bRoots Fine Joint, from 2 to 8 o'clock, within 8 inch: YES
156.90 00:14:57 799, bRoots Fine Joint, from 1 to 8 o'clock, within 8 inch: YES
159.90 00:15:31 801Roots Fine Joint, at 12 o'clock, within 8 inch: YES
165.90 00:15:57 802, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
169.40 S1 00:16:25 804, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
174.40 00:17:06 808Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
174.40 00:17:23 809 M 3Roots Medium Lateral, at 9 o'clock, 45 %, within 8 inch: NO
176.90 00:18:07 810Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
182.90 F1 00:18:32 811Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
195.00 00:19:05 812Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
195.00 00:19:20 813 M 3Roots Medium Lateral, at 9 o'clock, 40 %, within 8 inch: NO
263.10 00:21:35 814Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
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 #:20090409 Y0TV0809D Dry Martin Garcia 22 65859
343.00 LACDPW CAR 04/02/2009 Jetting 1706
1:264 position observation MPEG photo grade
WinCanExport.mdb // page: 3
269.90 00:22:25 815, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
271.80 00:22:51 817 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
272.60 00:23:15 818 S 2Fracture Circumferential, from 3 to 10 o'clock, within 8 inch: YES
272.60 00:23:34 819, b S 4Broken, from 8 to 10 o'clock, within 8 inch: YES
276.30 00:24:17 821 M 1Vermin Cockroach, within 8 inch: NO
276.30 00:24:30 822Manhole, within 8 inch: NO, Remarks: 1706-0387
1706-0387
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4122 4233 10 24 34 2 2.4 2.27
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::
20090408 Y0TV0809D Dry Martin Garcia 6 65964
264.00 LACDPW CAR 04/02/2009 Jetting 1706
MEHDEN AV
CAR
Light Highway
Not Controlled
M313-047
1706-0367
1706-0381
269.4 ft
Routine Assessment
Sanitary
0367/1706-0381/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:600 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:24 145Manhole, within 8 inch: NO, Remarks: 1706-0367
3.00 00:01:00 146, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
3.00 00:01:22 148Roots Fine Joint, from 8 to 10 o'clock, within 8 inch: YES
3.00 00:01:36 149 M 2Water Level, 10 %, within 8 inch: NO
5.90 00:02:03 150, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
10.20 00:02:39 152Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
10.40 00:03:00 153 S 1Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
53.70 00:04:38 154Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
134.20 00:07:32 155Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
151.20 00:08:24 156, b S 1Crack Circumferential, from 7 to 11 o'clock, within 8 inch: YES
151.20 00:08:39 158, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
152.40 00:09:03 160Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
153.90 00:09:34 161, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
197.60 00:11:26 163, b S 1Crack Circumferential, from 4 to 5 o'clock, within 8 inch: YES
209.00 00:12:28 165, b S 2Fracture Circumferential, from 12 to 5 o'clock, within 8 inch: NO
209.80 00:13:12 167, b S 5Broken Void Visible, from 10 to 2 o'clock, within 8 inch: YES
210.00 00:13:50 170, b S 2Fracture Circumferential, from 1 to 6 o'clock, within 8 inch: YES
239.50 00:15:18 172Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
269.40 00:16:47 173Manhole, within 8 inch: NO, Remarks: 1706-0381
1706-0367
1706-0381
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5124 2100 18 2 20 1.8 2 1.82
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::
20090501 Y0TV0809D Dry Gilbert Contreras 882 60965
350.00 LACDPW CARSON 04/30/2009 Jetting 1761
236TH ST
CAR
Light Highway
Not Controlled
G312-001
1761-0310
1761-0311
353.6 ft
Routine Assessment
Sanitary
0310/1761-0311/1761
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:800 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:39 46Manhole, within 8 inch: NO, Remarks: 1761-0310
0.00 00:00:53 47 M 2Water Level, within 8 inch: NO
10.00 00:01:09 48 M 2Water Level, 5 %, within 8 inch: NO
13.50 00:01:37 49Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
71.30 00:03:22 50, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
81.40 00:04:33 52, b S 1Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
103.10 00:05:25 54Tap Factory Abandoned, at 3 o'clock, 4", within 8 inch: NO
232.60 00:08:25 55, b S 1Crack Circumferential, from 6 to 10 o'clock, within 8 inch: YES
248.10 00:09:36 57, b S 5Broken, from 4 to 9 o'clock, within 8 inch: YES
353.60 00:12:36 59Manhole, within 8 inch: NO, Remarks: 1761-0311
1761-0310
1761-0311
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 2200 10 4 14 2.5 2 2.33
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::
20090505 Y0TV0809D Dry Anthony Hernandez 2468 61118
336.00 LACDPW CARSON Jetting 1761
LINCOLN ST
CAR
Light Highway
Not Controlled
A315-048
1761-0074
1761-0066
344.8 ft
Routine Assessment
Sanitary
0066/1761-0074/1761
Circular 8"Vitrified Clay Pipe Pipe Length:
1:594 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:41 12554Manhole, within 8 inch: NO, Remarks: 1761-0074
0.00 00:00:52 12555 M 1Vermin Cockroach, within 8 inch: NO
5.50 00:01:30 12556Tap Factory Active, at 1 o'clock, 4", within 8 inch: NO
6.00 00:02:09 12557 M 2Water Level, 5 %, within 8 inch: NO
6.00 00:02:23 12558 M 2Water Mark, 10 %, within 8 inch: NO
9.00 00:02:50 12559, b S 1Crack Circumferential, from 6 to 6 o'clock, within 8 inch: NO
25.50 00:04:16 12561Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
25.50 00:04:27 12562 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
42.60 00:05:33 12563, b S 1Crack Circumferential, from 2 to 4 o'clock, within 8 inch: YES
42.60 00:05:47 12565, bRoots Fine Joint, at 3 o'clock, within 8 inch: YES
44.00 00:06:18 12567Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
68.00 00:07:42 12568Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
70.80 00:08:09 12569Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
107.50 00:09:55 12570Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
109.90 00:10:31 12571Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
117.80 00:11:15 12572, b S 1Crack Circumferential, from 10 to 5 o'clock, within 8 inch: YES
153.10 00:13:08 12574Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
155.60 00:13:34 12575Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
192.50 00:15:22 12576, b M 2Tap Factory Defective, at 10 o'clock, 4", within 8 inch: NO
195.20 00:16:05 12578Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
235.30 00:18:01 12579Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
237.90 00:18:27 12580Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
237.90 00:18:44 12581 M 1Roots Fine Lateral, at 2 o'clock, within 8 inch: NO
265.40 00:20:08 12582Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
1761-0074
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 #:20090505 Y0TV0809D Dry Anthony Hernandez 2468 61118
336.00 LACDPW CARSON Jetting 1761
1:594 position observation MPEG photo grade
WinCanExport.mdb // page: 2
280.50 00:21:08 12583Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
297.80 00:22:14 12584, b S 4Broken, from 11 to 1 o'clock, within 8 inch: YES
297.80 00:22:35 12586, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
305.50 00:23:30 12588, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
310.10 00:24:13 12590, b S 5Broken, from 7 to 3 o'clock, within 8 inch: YES
344.80 00:26:37 12592 M 1Vermin Cockroach, within 8 inch: NO
344.80 00:26:49 12593Manhole, within 8 inch: NO, Remarks: 1761-0066
1761-0066
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2314 14 10 24 2 1.43 1.71
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::
20090702 Y0TV0809D Dry Gilbert Contreras 2615 65761
153.00 LACDPW CARSON 07/02/2009 Jetting 1706
EASEMENT
CAR
Easement/Right of Way
Not Controlled
G312-023
1706-0539
1706-0538
151.6 ft
Routine Assessment
Sanitary
0538/1706-0539/1706
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:350 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:54 672Manhole, within 8 inch: NO, Remarks: 1706-0539
3.00 00:01:29 673, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
3.50 00:02:05 675Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
3.50 00:02:21 676 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
5.00 00:03:01 677, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
5.80 00:03:41 679Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
5.80 00:03:50 680 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
6.00 00:05:06 681 M 2Water Level, 10 %, within 8 inch: NO
17.10 S1 00:06:06 682, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
17.10 S2 00:06:18 684, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
39.50 00:07:43 686Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
51.70 00:08:32 687Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
58.30 F1 00:08:56 688Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
82.20 00:09:47 689 M 2Water Level, 20 %, within 8 inch: NO
84.30 00:10:01 690Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
92.10 00:10:41 691, b M 4Roots Medium Barrel, from 5 to 7 o'clock, 20 %, within 8 inch: NO
92.40 00:11:03 693 M 2Water Level, 10 %, within 8 inch: NO
99.00 00:11:26 694Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
100.40 F2 00:11:39 695 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
113.00 00:12:22 696Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
148.30 00:14:35 697, b S 5Broken, from 7 to 5 o'clock, within 8 inch: YES
148.30 S3 00:14:50 699, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
148.30 00:15:12 701, b S 4Deformed, 10 %, within 8 inch: NO
150.50 F3 00:16:05 703 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
151.60 00:16:43 704Manhole, within 8 inch: NO, Remarks: 1706-0538, Buried MH
1706-0539
1706-0538
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5143 4123 29 12 41 3.63 2 2.93
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::
20090701 Y0TV0809D Dry Gilbert Contreras 2604 65639
57.00 LACDPW CARSON 06/30/2009 Heavy Cleaning 1706
FIGUEROA ST
CAR
Sidewalk
Not Controlled
G312-022
1706-0676
1706-TRNK
51.7 ft
Routine Assessment
Sanitary
0676/1706-TRNK/1706
Circular 10"/10"Vitrified Clay Pipe Pipe Length:
1:125 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:36 509Manhole, within 8 inch: NO, Remarks: 1706-0676
0.50 S1 00:01:01 510, b S 3Crack Multiple, from 7 to 6 o'clock, within 8 inch: YES, Start
5.00 00:02:07 512 M 2Water Level, 15 %, within 8 inch: NO
8.80 00:02:36 513, b S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: NO
12.90 00:03:46 515, b S 3Surface Aggregate Visible Unknown, from 6 to 8 o'clock, within 8 inch: YES
19.00 00:04:20 517 M 2Water Mark, 20 %, within 8 inch: NO
24.90 00:05:02 518, b S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
28.00 S2 00:05:45 520, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES, Start
37.40 00:06:34 522, b S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
46.70 F2 00:07:19 524 S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES, End
47.60 00:08:15 525, b S 5Broken Soil Visible, from 10 to 12 o'clock, within 8 inch: YES
47.60 00:08:55 528, b S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES
47.60 00:09:22 530, b S 4Deformed, 10 %, within 8 inch: NO
48.50 00:10:36 532, b M 2Intruding Sealing Grout, from 7 to 5 o'clock, 10 %, within 8 inch: YES
48.50 00:10:51 534, b S 1Joint Separated Medium, within 8 inch: YES
48.50 00:11:17 536, b M 1Alignment Left, 10 %, within 8 inch: NO
48.50 00:11:49 538Material Change, within 8 inch: NO, Remarks: PVC
49.00 00:12:05 539 M 2Water Level, 10 %, within 8 inch: NO
51.50 00:12:35 540, b M 4Alignment Down, 25 %, within 8 inch: NO
51.60 00:13:55 542General Observation, within 8 inch: NO, Remarks: Mat'l also found: PVC
51.70 F1 00:13:06 543 S 3Crack Multiple, from 7 to 6 o'clock, within 8 inch: YES, End
51.70 00:13:34 544Manhole, within 8 inch: NO, Remarks: 1706-TRNK, line drops in
1706-0676
1706-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5142 4124 33 13 46 2.75 2.17 2.56
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::
20090414 Y0TV0809D Dry Martin Garcia 49 61140
69.00 LACDPW CAR 04/09/2009 Jetting 1761
238TH ST
CAR
Light Highway
Not Controlled
M313-051
1761-0102
1761-0103
106.5 ft
Routine Assessment
Sanitary
0102/1761-0103/1761
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:250 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:28 1589Manhole, within 8 inch: NO, Remarks: 1761-0102
5.00 00:01:14 1590 M 2Water Level, 10 %, within 8 inch: NO
5.90 00:01:25 1591, bRoots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
5.90 00:01:39 1593, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
10.80 00:02:09 1595Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
27.10 00:02:48 1596, bRoots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
30.40 00:03:13 1598, b S 1Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
39.60 00:03:54 1600, bRoots Fine Joint, from 7 to 11 o'clock, within 8 inch: YES
42.60 00:04:25 1602, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
45.80 00:04:53 1604, bRoots Fine Joint, from 7 to 3 o'clock, within 8 inch: YES
75.30 00:06:02 1606Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
75.30 00:06:17 1607 M 3Roots Medium Lateral, at 3 o'clock, 45 %, within 8 inch: NO
76.10 00:06:57 1608, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
76.10 00:07:56 1610, b S 5Deformed, 20 %, within 8 inch: NO
76.10 00:08:08 1612, bRoots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES
76.10 00:08:26 1614, b S 4Broken, from 8 to 11 o'clock, within 8 inch: YES
77.50 00:08:55 1616Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
77.50 00:09:19 1617, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
90.70 00:10:21 1619, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
93.90 00:10:46 1621, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
106.50 00:11:40 1623Manhole, within 8 inch: NO, Remarks: 1761-0103
1761-0102
1761-0103
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 3121 17 5 22 2.43 2.5 2.44