county of los angeles gardens...county of los angeles department of pubic works consolidated sewer...
TRANSCRIPT
GAIL FARBER, Director
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626)458-5100http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460ALHAMBRA, CALffORD1IA 91802-1460
IN REPLY PLEASE
REFER TO FILE: SM-~
Aprii 25, 2012
Ms. Chau VuActing Director of Public WorksCity of Bell Gardens8327 South Garfield AvenueBell Gardens, California 90201
Attention Veronica Sanchez
Dear Ms. Vu:
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT No. YOTV0910C
This letter is to inform you that as part of the Sewer Condition Assessment Program, theCounty of Los Angeles Department of Pubic Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television inspection of '111,378 feet or53.4 percent of the City of Bell Gardens' sewer system.
The enclosed report outlines the structural and maintenance ratings of your systembased on the Pipeline Assessment and Certification Program's (PACP Version 6.0.1)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)
• Quick Structural Rating Report Priority List and Quick Structural Rating Map(Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
Ms. Chau VuApril 25, 2012Page 2
The Condition Assessment Report provides details regarding the maintenance andstructural condition of your City's sewer mainlines. This information should beincluded in your agency's Sewer System Management Plan as a reference inChapter 8.0 System Evaluation and Capacity Assurance Plan. The segments withcritical maintenance issues have been cleaned and, where appropriate, incorporatedinto our enhanced maintenance schedule for continued monitoring. In addition, thesegments with severe structural defects have either been repaired or will be scheduledfor 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. Robert Swartz, Sewer Maintenance Division, at (626) 300-3367,Monday through Friday, 8 a.m. to 4 p.m., or [email protected].
Very truly yours,
GAIL FARBERDirector of Public Works
i~~ G~
KEITH E. LEHTOAssistant Deputy DirectorSewer Maintenance Division
~~~ ~HK:sbH:ISMHOME\GYoung\Memos.Letters~2350.DOC
Enc.
bc: Programs Development (Manning)KL, MM, RS, FV, File (Project YOTV0910C), SPINDLE
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0910C PROJECT MGR: Hanna Kebede PROJECT DATE: 01/27/2011 CONTACT NO: (626) 300-4686 SUP. DISTRICT(s): 1 MAP PAGE(S): 1864, 1917 & 1918 Report By: Hanna Kebede Report Date: 04/17/2012 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 111,378 feet or 53.4 percent of the City of Bell Gardens’ sewer system. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP Version 6.0.1) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0910C included sewer lines located in the Unincorporated County of Los Angeles area and in the Cities of Bell Gardens, Industry, Diamond Bar, La Canada Flintridge, and Walnut. 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 Defect Grade Description 1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
MAINTENANCE REPORT Our inspection revealed that approximately 86.3 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 13.7 percent of the inspected pipe segments within the City of Bell Gardens 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). 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: Minor 74,226 66.6 304 2: Minor to Moderate 21,976 19.7 86 3: Moderate 8,234 7.4 32 4: Significant 5,615 5.1 29 5: Most Significant 1,327 1.2 8
TOTAL 111,378 100.0 459 Lateral Notices Also included on the Quick Maintenance Rating Report Priority 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. High Water Levels Our inspection revealed that approximately 99.97 percent of the system televised has adequate capacity. However, the remaining 0.03 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, which have indicated 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. A map showing the sewer lines with high water levels is provided in Enclosure 2. Infiltration Our inspection revealed that infiltration was not detected in any pipe segment in your City’s system. STRUCTURAL REPORT Our inspection revealed that approximately 94.8 percent of the inspected pipe segments within the City of Bell Gardens were free of severe structural defects. However, the remaining 5.2 percent of the inspected pipe segments had a PACP structural grade of 4 and 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 21 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed repair or replacement 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 21 segments are included in Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Minor 78,408 70.4 332 2: Minor to Moderate 18,345 16.5 71 3: Moderate 8,779 7.9 35 4: Significant 1,032 0.9 4 5: Most Significant 4,814 4.3 17
TOTAL 111,378 100.0 459
CONDITION ASSESSMENT PROJECTS The Sewer Condition Assessment Program has performed the following closed-circuit television (CCTV) inspections within the City of Bell Gardens.
FISCAL YEAR PROJECT NAME
LENGTH (FT)
PERCENTAGE OF SYSTEM STATUS
2008-2009 Y0TV0809B 97,334 46.6 COMPLETED 2009-2010 Y0TV0910C 111,378 53.4 COMPLETED
TOTAL 208,712 100.0
ENCLOSURE 1:
Project Overview Map
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B E L LB E L L
B E L L G A R D E N SB E L L G A R D E N S
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D O W N E YD O W N E Y
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LIVE OAK ST
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*****
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BROMPTON AV
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WEIK AV
*****
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SCOUT A
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FRY ST
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M A Y W O O DM A Y W O O D
LegendSMD Sanitary Sewers
SMD Sanitary SewersSMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations3Q SMD Treatment Plants
Maintained by Others:Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
OVERVIEW
FEBRUARY 2012
0 420 840 1,260 1,680
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
O
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List • Quick Maintenance Rating Map • High Water Levels • High Water Levels Map • Sample Lateral Notice Letter
Item No. QMR Start MH End MH Street Observation: Location Corrective Action Taken (Date Completed)
1 5141 1918‐0030 1918‐0132 MULLER ST High water level Hydrojet (3/19/12)2 5141 1918‐0085 1918‐0086 ALLEY High water mark No action needed.3 5141 1917‐0366 1918‐0147 IRA AV Deposits (attached grease); camera underwater Hydrojet (4/11/12)4 512G 1917‐0136 1917‐0139 EASEMENT Obstacle (rocks): 198' Hydrojet (3/19/12)5 5123 1917‐0192 1917‐0191 EASEMENT Deposits (attached encrustation): 187' Hydrojet (3/19/12)6 5121 1917‐0354 1917‐0353 EASEMENT Deposits (attached encrustation): 158' Hydrojet (3/19/12)7 5111 1917‐0179 1917‐TRNK CLARA ST Obstacle: 29' Hydrojet (4/11/12)8 5111 1917‐0035 1917‐0034 WATCHER ST Obstacle: 116' Hydrojet (3/19/12)10 4F12 1917‐0142 1917‐0143 AJAX AV High water level (sag): 60'‐190' Hydrojet (3/19/12)11 453D 1918‐0100 1918‐0099 SHULL ST High water level (sag); camera underwater Hydrojet (3/19/12)12 412A 1918‐0084 1918‐0232 GEPHART AV High water mark (55% ‐ 60%) No action needed.13 4131 1918‐0081 1918‐0082 GEPHART High water mark (50%) No action needed.14 4131 1918‐0057 1918‐0058 JABONERIA RD Deposits: 286' Hydrojet (12/8/11)15 4131 1918‐0039 1918‐0085 CECILIA ST Alignment down No action needed.16 4131 1918‐0097 1918‐0096 SHULL ST Deposits (attached grease) Hydrojet (12/8/11)17 4126 1917‐0366 1917‐0365 IRA AV High water level (sag): 50'‐80' Hydrojet (12/8/11)18 4124 1918‐0098 1918‐0097 SHULL ST Deposits (attached grease) Hydrojet (12/8/11)19 4123 1918‐0080 1918‐0096 ALLEY Alignment down No action needed.20 4121 1918‐0004 1917‐0196 CLARA ST High water level (sag); camera underwater : 140'‐162' Hydrojet (2/2/12)21 4121 1917‐0133 1917‐0153 PARKING LOT Alignment right No action needed.22 4121 1917‐0037 1917‐0036 WATCHER ST Root ball at lateral: 103' Lateral notice will be sent to property owner.23 4121 1918‐0104 1918‐0097 ALLEY Alignment down No action needed.24 4114 1918‐0158 1918‐0135 FELIX AV Alignment down No action needed.25 4112 1917‐0134 1917‐0131 PARKING LOT Alignment left No action needed.26 4112 1917‐0052 1917‐0051 EASEMENT Roots at lateral Lateral notice will be sent to property owner.27 4112 1918‐0154 1918‐0134 ALLEY Alignment down No action needed28 4112 1918‐0038 1918‐0039 CECILIA ST Root ball at lateral: 178' Lateral notice will be sent to property owner.29 4111 1864‐0118 1918‐0031 CECELIA ST High water level (sag); camera underwater: 166'‐270' Hydrojet (2/2/12)30 4111 1918‐0050 1918‐TRNK JABONERIA RD High water level (sag); camera underwater Hydrojet (2/2/13)31 4111 1917‐0131 1917‐0134 PARKING LOT Alignment right No action needed.32 4111 1917‐0153 1917‐0133 PARKING LOT Alignment left No action needed.33 4111 1918‐0132 1918‐0145 MULLER ST High water mark No action needed.34 4111 1917‐0061 1917‐0055 EASTERN AV High water mark No action needed.35 4100 1918‐0082 1918‐0083 GEPHART High water mark No action needed.36 4100 1918‐0144 1918‐0145 ALLEY Alignment down No action needed.37 4100 1918‐0146 1918‐0085 ALLEY High water mark No action needed.38 4100 1918‐0095A 1918‐TRNK SHULL ST Camera underwater Hydrojet (12/8/11)39 3K00 1917‐0263 1917‐0126 EL SELINDA AV Water level (sag): 40% Hydrojet (2/3/12)40 3J13 1917‐0126 1917‐0148 EL SELINDA AV Water level (sag): 40% Hydrojet (2/3/12)
ENCLOSURE 2 QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY BELL GARDENS (Y0TV0910C) as of 01/27/2011
Item No. QMR Start MH End MH Street Observation: Location Corrective Action Taken (Date Completed)
ENCLOSURE 2 QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY BELL GARDENS (Y0TV0910C) as of 01/27/2011
41 3I13 1917‐0279 1917‐0308 COLMAR AV Water level (sag): 45% Hydrojet (2/3/12)42 3E2B 1917‐0277 1917‐0278 COLMAR AV Water Level (sag): 50% Hydrojet (2/3/12)43 3D2G 1917‐0148 1917‐0151 EL SELINDA AV Water Level (sag): 40%‐50% Hydrojet (2/3/12)44 3C24 1917‐0316 1917‐0359 PARKING LOT Water Level (sag): 45% Hydrojet (2/2/12)45 3C11 1917‐0149 1917‐0145 LUDELL ST Water Level (sag): 45% Hydrojet (2/2/12)46 3B2B 1917‐0313 1917‐0342 LUDELL ST Water Level (sag): 30%‐65% Hydrojet (2/2/12)47 3A25 1917‐0276 1917‐0277 COLMAR AV Water Level (sag): 30%‐45% Hydrojet (2/3/12)48 3A21 1917‐0308 1917‐0313 COLMAR AV Water Level (sag): 30%‐40% Hydrojet (2/3/12)49 3927 1917‐0151 1917‐0150 LUDELL ST Water Level (sag): 30%‐45% Hydrojet (2/3/12)50 3911 1917‐0150 1917‐0149 LUDELL ST Water Level (sag): 35% Hydrojet (2/3/12)51 3911 1917‐0319 1917‐0318 FLORENCE AV Roots at lateral: 37' Lateral notice will be sent to property owner.52 3511 1917‐0272 1917‐0273 COLMAR AV Water Level (sag) 35%: 123'‐144' No action needed.53 3426 1917‐0144 1917‐0145 AJAX AV Water Level (sag): 35% No action needed.54 3312 1918‐0119 1918‐0140 GALLANT ST Roots Medium Lateral : 150' Lateral notice will be sent to property owner.55 3312 1917‐0343 1917‐0316 EASEMENT Water Level Sag, 35% : 55'‐ 65' No action needed.56 3311 1917‐0273 1917‐0274 COLMAR AV Water Level Sag, 35% : 85'‐ 97' No action needed.57 3125 1918‐0056 1918‐0057 JABONERIA RD Roots at lateral: 39' Lateral notice will be sent to property owner.58 3124 1918‐0105 1918‐0098 ALLEY Deposits (attached grease) Hydrojet (12/8/11)59 3122 1917‐0109 1917‐0110 EASTERN AV Obstacle in lateral: 178' Lateral notice will be sent to property owner.60 3121 1918‐0052 1918‐0051 JABONERIA RD Deposits (attached encrustation): 0' Hydrojet (12/8/11)61 3121 1917‐0166 1917‐0167 LIVE OAK ST Deposits (attached encrustation): 95' Hydrojet (3/19/12)62 3113 1917‐0092 1917‐0093 SPECHT AV Tap Break‐in (defective): 106' No action needed.63 3112 1918‐0149 1918‐0150 IRA AV Tap Break‐in (intruding) at MH 150 No action needed.64 3112 1917‐0156 1917‐0155 FLORENCE AV Tap Break‐in (defective): 34' No action needed.65 3111 1917‐0191 1917‐0192 EASEMENT Deposits (attached encrustation) :1' Hydrojet (3/19/12)66 3111 1918‐0005 1918‐0004 CLARA ST Deposits Attached Encrustation : 0' Hydrojet (12/8/11)67 3111 1918‐0156 1918‐0183 ALLEY Roots at lateral: 218' Lateral notice will be sent to property owner.68 3111 1917‐0265 1917‐0266 ADAMSON AV Roots at lateral: 133' Lateral notice will be sent to property owner.69 3100 1918‐0095 1918‐0095A SHULL ST Water Level (sag); deposits (attached grease) Hydrojet (3/19/12)70 3100 1917‐0122 1917‐0123 PURDY AV Tap Break‐in (intruding): 177' No action needed.
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B E L LB E L L
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C U D A H YC U D A H Y
LegendSMD Sanitary SewersQMR
1: MINOR2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsMaintained by Others:
Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
ENCLOSURE 2
FEBRUARY 2012
0 225 450 675 900
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
QUICKMAINTENANCE
RATING(QMR)
O
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113 LegendSMD Sanitary SewersQMR
1: MINOR2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
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3Q SMD Treatment PlantsMaintained by Others:
Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
ENCLOSURE 2
FEBRUARY 2012
0 225 450 675 900
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
QUICKMAINTENANCE
RATING(QMR)
O
Item No. QMR Start MH End MH Street Observation: Location Capacity1 5141 1918‐0030 1918‐0132 MULLER ST Water Level; Water Mark 40% ‐ 50%; 60 %2 5141 1918‐0085 1918‐0086 ALLEY Water Mark 55% ‐ 90%3 4F12 1917‐0142 1917‐0143 AJAX AV Water Level (sag): 60' ‐ 190' 55%4 453D 1918‐0100 1918‐0099 SHULL ST Camera Underwater (adjacent to trunkline) 100%5 412A 1918‐0084 1918‐0232 GEPHART AV Water Mark 55% ‐ 60%6 4131 1918‐0081 1918‐0082 GEPHART Water Mark 50%7 4121 1918‐0004 1917‐0196 CLARA ST Camera Underwater (adjacent to trunkline): 140' ‐ 162' 100%8 4112 1917‐0052 1917‐0051 EASEMENT Camera Underwater (adjacent to trunkline): 116' ‐ 175' 100%9 4111 1864‐0118 1918‐0031 CECELIA ST Camera Underwater: 166' ‐ 270' 100%10 4111 1918‐0132 1918‐0145 MULLER ST Water Mark 65%11 4111 1917‐0061 1917‐0055 EASTERN AV Water Mark 55%12 4100 1918‐0082 1918‐0083 GEPHART Water Mark 50%13 4100 1918‐0146 1918‐0085 ALLEY Water Mark 65%14 4100 1918‐0095A 1918‐TRNK SHULL ST Camera Underwater (adjacent to trunkline) 100%15 3E2B 1917‐0277 1917‐0278 COLMAR AV Water Level Sag (adjacent to trunkline) 45% ‐ 50%16 3D2G 1917‐0148 1917‐0151 EL SELINDA AV Water Level Sag 45% ‐ 50%17 3B2B 1917‐0313 1917‐0342 LUDELL ST Water Level Sag 30% ‐ 65%18 3100 1918‐0095 1918‐0095A SHULL ST Water Level Sag (adjacent to trunkline) 60%
ENCLOSURE 2HIGH WATER LEVELS
CITY OF OF BELL GARDENS (Y0TV0910C) as of 01/27/2011
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BROMPTON AV
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ER AV
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*****
*****
AGRA ST
RIVER DR
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*****
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LIVE OAK ST
PURD
Y AV
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CECELIA ST
C-1917
C-1918
C-1863
C-1864
LegendHIGH WATER LEVELS
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations3Q SMD Treatment Plants
Maintained by Others:Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
ENCLOSURE 2
FEBRUARY 2012
0 410 820 1,230 1,640
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
HIGH WATERLEVEL
O
GAIL F
{date}
FARBER, Director
Dear: SEWER As the aarea, thprovidinpropertyMainten “All houto STEPthereafta safe athis Divorder.” Using clthe saniconnectthe main Since throot growpresent.lateral, wright of your sewcause a
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COUNDEPA
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ntenance oolidated Senforming ymaintenan
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ANGELLIC WORKd Caring Service
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ADDRE
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ary sewer enance Dise sewer lateCounty Co
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ESS ALL CORRESPP.O. BOX 146
MBRA, CALIFORN
REPLY PLEASE
EFER TO FILE:
system in strict (Districeral servingode 20.24
et connectry 23, 1953perty serveare requiregood wor
cently televur sewer laow of sewagproperty.
blockages wer lateral isgth of the see into the pactor to sections that
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Prior to your plumbing contractor servicing your lateral, please notify the District’s sewer maintenance yard in your area at XXXX 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, XXXX, Sewer Maintenance Division, at XXXX. 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 KEITH E. LEHTO Assistant Deputy Director Sewer Maintenance Division XX: Enc.
XXXX Roots at Lateral Connection
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 the 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.
footpath footpath street
SEWER LATERALS – AREAS OF RESPONSIBILITY
Owner is responsible for sewer blockages up to the sewer
mainline.
Property Boundary
Owner’s Responsibility
sewer lateral sewer mainline
County’s Responsibility
ENCLOSURE 3:
• Quick Structural Rating Report Priority List
• Quick Structural Rating Map
NO QSR START MH END MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE ACTIONLENGTH OF REPAIR (FT)
1 5342 1864‐0123 1864‐0122 SHULL ST Hole: 12'; broken: 28'; fractures: 176'‐179' Lining: MH to MH 3452 5322 1918‐0068 1918‐0069 ALLEY Broken, hole, fractures: 42'‐46' Point Repair 3 5221 1917‐0131 1917‐0134 PARKING LOT Hole with visible soil: 4' Structural integrity in tact. Concrete encasement.
No action needed. 4 5142 1918‐0092 1918‐0093 SHULL ST Broken, fractures: 248'‐251' Lining: MH to MH 2515 5141 1918‐0090 1918‐0091 SHULL ST Broken, fractures: 151', 268'; cracks Lining: MH to MH 3456 5131 1917‐0314 1917‐0315 ALLEY Broken with visible soil :110' Point Repair7 5125 1918‐0091 1918‐0092 SHULL ST Hole (inside lateral connection): 220' Lining: MH to MH 3668 5123 1918‐0069 1918‐0070 ALLEY Broken/fractures: 142'; fracture: 282' Lining: MH to MH 3359 5123 1918‐0041 1918‐0087 FOSTORIA ST Broken/fractures: 107'; cracks: 76', 127', 203' Lining: MH to MH 29510 5122 1917‐0209 1918‐0044 JABONERIA RD Hole with visible soil :213' Structural integrity in tact. No action needed.11 5122 1918‐0069 1918‐0068 ALLEY Broken/hole with soil visible: 237' Point Repair; Lining: MH to MH 28612 5121 1917‐0081 1917‐0080 EASEMENT Hole with visible soil in lateral: 110' Structural integrity in tact. No action needed. 13 5121 1918‐0046 1918‐0047 JABONERIA RD Hole: 35'; fractures: multiple locations Lining: MH to MH 39314 5111 1918‐0049 1918‐TRNK JABONERIA RD Hole with visible soil: 18' Lining: MH to MH 2115 5100 1917‐0189 1917‐0188 FRY ST Hole with soil visible/ intruding tap: 93' CMD crew will trim intruding tap.16 5100 1918‐0144 1918‐0145 ALLEY Broken Soil Visible :255' Structural integrity in tact. No action needed.17 5100 1917‐0192 1917‐0191 EASEMENT Hole Soil Visible: 112' (lateral) Structural integrity in tact. No action needed.18 4131 1917‐0148 1917‐0151 EL SELINDA AV Fractures: 64' Structural integrity in tact. No action needed. 19 4111 1917‐0265 1917‐0266 ADAMSON AV Fracture: 3' Structural integrity in tact. No action needed.20 4100 1917‐0115 1917‐0116 AJAX AV Fracture: 3' Structural integrity in tact. No action needed.21 4100 1917‐0296 1917‐0263 LUBEC ST Fractures: 191' Structural integrity in tact. No action needed.
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF BELL GARDENS (Y0TV0910C) as of 01/27/2011
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*****
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LegendSMD Sanitary SewersQSR
1: MINOR2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsMaintained by Others:
Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
ENCLOSURE 3
FEBRUARY 2012
0 210 420 630 840
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
QUICKSTRUCTURAL
RATING(QSR)
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B E L L G A R D E N SB E L L G A R D E N S
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FOSTORIA ST
*****
GALLANT ST
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GOTHAM ST
QUINN ST
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GOTHAM ST
LIVE OAK ST
C-1918
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LegendSMD Sanitary SewersQSR
1: MINOR2: MINOR TO MODERATE3: MODERATE4: SIGNIFICANT5: MOST SIGNIFICANT
SMD Manholes!U Other
Manhole Type!( Standard#* DROP
" ± ShallowXW Trap!? SiphonÍP SMD Pump Stations
3Q SMD Treatment PlantsMaintained by Others:
Trunk SewerlinesNon SMD Sanitary Sewers
!( Non SMD Maintained MHSMD Operations MapsY0TV0910C
ENCLOSURE 3
FEBRUARY 2012
0 210 420 630 840
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.
Supervisorial District 1City of Bell Gardens
CCTV PROJECTY0TV0910C
QUICKSTRUCTURAL
RATING(QSR)
O
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::
20100820 Y0TV0910C Dry Rigo alvarez 975 45599
284.00 LACDPW BGD 08/18/2010 Jetting 1917
AJAX AV
BGD
Light Highway
Not Controlled
R311-012
1917-0115
1917-0116
246.2 ft
Routine Assessment
Sanitary
0115/1917-0116/1917
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:550 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:37 212Manhole, within 8 inch: NO, Remarks: 1917-0115
3.50 00:01:44 213, b S 4Fracture Multiple, from 12 to 5 o'clock, within 8 inch: NO
5.00 00:02:49 215Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
12.20 00:03:28 216General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
22.80 00:04:00 217Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
25.50 00:04:26 218Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
73.00 00:05:54 219Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
84.50 00:06:33 220Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
126.40 00:07:55 221, b M 1Vermin Cockroach, within 8 inch: NO
126.40 00:08:11 223Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
162.20 00:09:26 224Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
170.90 00:10:05 225Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
194.60 00:11:03 226, b M 1Vermin Cockroach, within 8 inch: NO
194.60 00:11:24 228Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
209.30 00:12:08 229Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
214.80 00:12:38 230Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
239.20 00:13:46 231, b M 1Vermin Cockroach, within 8 inch: NO
239.20 00:14:05 233Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
246.20 00:14:53 234, b M 1Vermin Cockroach, within 8 inch: NO
246.20 00:15:09 236Manhole, within 8 inch: NO, Remarks: 1917-0116
1917-0115
1917-0116
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 1400 4 4 8 4 1 1.6
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::
20100819 Y0TV0910C Dry Rigo alvarez 957 45397
217.00 LACDPW BGD 08/17/2010 Jetting 1917
LUBEC ST
BGD
Light Highway
Not Controlled
R311-011
1917-0296
1917-0263
209.5 ft
Routine Assessment
Sanitary
0263/1917-0296/1917
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:475 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:40 1Manhole, within 8 inch: NO, Remarks: 1917-0296
15.60 00:01:31 2Water Level, 10 %, within 8 inch: NO
18.70 00:02:01 3General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
44.50 00:02:56 4Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
71.40 00:03:59 5Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
80.40 00:04:34 6Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
113.40 00:05:50 7Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
191.10 00:09:00 8, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
209.50 00:10:25 10, b M 1Vermin Cockroach, within 8 inch: NO
209.50 00:10:41 12Manhole, within 8 inch: NO, Remarks: 1917-0263
1917-0296
1917-0263
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 1100 4 1 5 4 1 2.5
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::
20100818 Y0TV0910C Dry Rigo Alvarez 478 45399
292.00 LACDPW BGD 08/16/2010 Jetting 1917
ADAMSON AV
BGD
Light Highway
Not Controlled
R010
1917-0265
1917-0266
290.3 ft
Routine Assessment
Sanitary
0265/1917-0266/1917
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:650 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:28 2343Manhole, within 8 inch: NO, Remarks: 1917-0265
3.00 00:01:36 2344, b S 4Fracture Multiple, from 11 to 3 o'clock, within 8 inch: YES
4.00 00:02:20 2346Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
7.70 00:02:54 2347Water Level, 10 %, within 8 inch: NO
10.80 00:03:19 2348General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
41.90 00:04:13 2349Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
55.90 00:04:58 2350Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
87.40 00:06:00 2351Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
95.60 00:06:34 2352Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
133.00 00:07:46 2353Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
133.00 00:08:13 2354, b M 3Roots Medium Lateral, at 9 o'clock, 25 %, within 8 inch: NO
159.90 00:09:17 2356Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
162.50 00:09:40 2357Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
183.20 00:10:30 2358Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
235.40 00:12:07 2359, b S 1Crack Circumferential, from 3 to 5 o'clock, within 8 inch: YES
236.40 00:12:37 2361Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
236.40 00:12:59 2362, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
238.70 00:13:32 2364Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
276.70 00:14:47 2365Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
290.30 00:15:45 2366Manhole, within 8 inch: NO, Remarks: 1917-0266
1917-0265
1917-0266
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4111 3111 5 4 9 2.5 2 2.25
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::
20100825 Y0TV0910C Dry Rigo Alvarez 487 45517
239.00 LACDPW BGD 08/20/2010 Jetting 1917
EL SELINDA AV
BGD
Light Highway
Not Controlled
R311-013
1917-0148
1917-0151
291.1 ft
Routine Assessment
Sanitary
0148/1917-0151/1917
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:650 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:28 2497Manhole, within 8 inch: NO, Remarks: 1917-0148
11.80 00:01:26 2498Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
19.40 S1 00:02:04 2499, b M 3Water Level Sag, 40 %, within 8 inch: NO, Start
46.50 00:03:21 2501General Observation, within 8 inch: NO, Remarks: Pipe joint Length 3'
64.90 00:04:31 2502, b S 4Fracture Multiple, from 8 to 4 o'clock, within 8 inch: YES
66.40 00:05:07 2504Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
68.50 00:05:33 2505Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
83.40 00:06:21 2506Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
89.70 00:06:56 2507Water Level, 60 %, within 8 inch: NO
116.30 00:08:03 2508Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
118.00 F1 00:08:22 2509, b M 3Water Level Sag, 40 %, within 8 inch: NO, End
118.00 00:08:40 2511Water Level, 10 %, within 8 inch: NO
129.90 00:09:38 2512, b S 3Crack Multiple, from 7 to 12 o'clock, within 8 inch: YES
143.80 S2 00:10:36 2514, b M 2Water Level Sag, 30 %, within 8 inch: NO, Start
153.70 00:11:16 2516Water Level, 50 %, within 8 inch: NO
174.40 00:12:13 2517Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
213.50 00:13:49 2518Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
214.20 00:14:16 2519Tap Break-in Active, at 10 o'clock, 6", within 8 inch: NO
288.70 F2 00:17:00 2520, b M 2Water Level Sag, 30 %, within 8 inch: NO, End
288.70 00:17:17 2522Water Level, 10 %, within 8 inch: NO
291.10 00:17:38 2523Manhole, within 8 inch: NO, Remarks: 1917-0151
1917-0148
1917-0151
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 3D2G 7 147 154 3.5 2.41 2.44
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::
20100809 Y0TV0910C Dry Rigo Alvarez 409 44797
238.00 LACDPW BGD 08/05/2010 Jetting 1918
ALLEY
BGD
Alley
Not Controlled
R005
1918-0144
1918-0145
261 ft
Routine Assessment
Sanitary
0144/1918-0145/1918
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:600 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:27 1221Manhole, within 8 inch: NO, Remarks: 1918-0144
6.80 00:01:04 1222Water Level, 5 %, within 8 inch: NO
10.20 00:01:28 1223General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
17.50 00:01:53 1224Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
43.70 00:02:45 1225Water Mark, 30 %, within 8 inch: NO
53.80 00:03:14 1226Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
65.40 00:03:50 1227Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
89.50 00:04:41 1228Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
128.40 00:05:50 1229Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
139.90 00:06:26 1230Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
197.10 00:07:59 1231Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
255.30 00:09:51 1232, b S 5Broken Soil Visible, at 12 o'clock, within 8 inch: NO
259.60 00:10:48 1234 M 4Alignment Down, 90 %, within 8 inch: NO, Remarks: Drop Pipe
261.00 00:11:16 1235Manhole, within 8 inch: NO, Remarks: 1918-0145
1918-0144
1918-0145
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 4100 5 4 9 5 4 4.5
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::
20100816 Y0TV0910C Dry Martin Garcia 58 45559
197.00 LACDPW BGD 08/13/2010 Heavy Cleaning
EASEMENT
BGD
Light Highway
Not Controlled
M317-005
1917-0192
1917-0191
187.9 ft
Routine Assessment
Sanitary
0191/1917-0192/1917
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:425 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:18 1467Manhole, within 8 inch: NO, Remarks: 1917-0192
0.00 00:00:23 1468 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:03:28 1469Water Level, 20 %, within 8 inch: NO
31.70 00:04:47 1470Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
54.00 00:05:36 1471Water Level, 10 %, within 8 inch: NO
61.70 00:05:56 1472Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
88.00 00:06:54 1473Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
91.40 00:7:10 1474Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
112.30 00:07:59 1475 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
112.30 00:08:25 1476 S 5Hole Soil Visible, from 10 to 2 o'clock, within 8 inch: NO, Remarks: INLATERAL
133.20 00:09:32 1477Tap Factory, at 9 o'clock, 6", within 8 inch: NO
160.00 00:10:37 1478, b M 2Deposits Attached Grease, from 7 to 9 o'clock, 10 %, within 8 inch: NO
162.10 00:10:56 1480Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
167.60 00:11:17 1481, b M 2Deposits Attached Grease, from 4 to 8 o'clock, 5 %, within 8 inch: NO
184.60 00:12:14 1483Tap Break-in, at 3 o'clock, 6", within 8 inch: NO
185.50 00:12:27 1484Tap Factory, at 9 o'clock, 6", within 8 inch: NO
187.90 00:12:59 1485, b M 5Deposits Attached Encrustation, from 3 to 9 o'clock, 50 %, within 8 inch:NO
187.90 00:13:25 1487Abandoned Survey, within 8 inch: NO, Remarks: INSPECTIONCOMPLETE WITH
1917-0192
1917
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 5123 5 12 17 5 2.4 2.83
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::
20100816 Y0TV0910C Dry Martin Garcia 54 45556
294.00 LACDPW BGD 08/13/2010 Heavy Cleaning
FRY ST
BGD
Light Highway
Not Controlled
M317-005
1917-0189
1917-0188
94 ft
Routine Assessment
Sanitary
0189/1917-0188/1917
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:225 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:21 1438Manhole, within 8 inch: NO, Remarks: 1917-0189
0.00 00:00:28 1439 M 1Vermin Cockroach, within 8 inch: NO
3.60 00:00:44 1440Water Level, 5 %, within 8 inch: NO
44.80 00:02:38 1441Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
47.10 00:02:56 1442Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
70.90 00:04:21 1443Tap Break-in, at 9 o'clock, 6", within 8 inch: NO
92.40 00:05:46 1444Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
92.40 00:06:20 1445 M 2Tap Break-in Intruding, at 9 o'clock, 6", 1, within 8 inch: NO
93.10 00:06:46 1446, b S 5Hole Void Visible, from 10 to 2 o'clock, within 8 inch: NO
94.00 00:07:57 1448Abandoned Survey, within 8 inch: NO, Remarks: unable to pass break in i
1917-0189
1917
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2111 5 3 8 5 1.5 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::
20100817 Y0TV0910C Dry Martin Garcia 82 44929
65.00 LACDPW BGD 08/16/2010 Heavy Cleaning
JABONERIA RD
BGD
Light Highway
Not Controlled
M317-006
1918-0049
1918-TRNK
20.7 ft
Routine Assessment
Sanitary
0049/1918-TRNK/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:50 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:20 1867Manhole, within 8 inch: NO, Remarks: 1918-0049
0.00 00:00:25 1868 M 1Vermin Cockroach, within 8 inch: NO
5.70 00:00:51 1869Water Level, 10 %, within 8 inch: NO
17.20 00:01:37 1870, b S 1Crack Circumferential, from 4 to 11 o'clock, within 8 inch: YES
18.80 00:02:15 1872, b S 5Hole Soil Visible, from 10 to 3 o'clock, within 8 inch: NO
20.70 00:03:15 1875Manhole, within 8 inch: NO, Remarks: 1918-TRNK
1918-0049
1918
1918-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 1100 6 1 7 3 1 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::
20100910 Y0TV0910C Dry Martin Garcia 208 45686
343.00 LACDPW BGD 09/05/2010 Heavy Cleaning
EASEMENT
BGD
Light Highway
Not Controlled
M317-018
1917-0081
1917-0080
301.4 ft
Routine Assessment
Sanitary
0080/1917-0081/1917
Circular 8"Vitrified Clay Pipe Pipe Length:
1:675 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:20 4029Manhole, within 8 inch: NO, Remarks: 1917-0081
0.00 00:00:25 4030 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:01 4031Water Level, 5 %, within 8 inch: NO
14.80 00:05:56 4032Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
50.10 00:07:03 4033Tap Factory Capped, at 2 o'clock, 4", within 8 inch: NO
52.50 00:07:17 4034Tap Factory Capped, at 10 o'clock, 4", within 8 inch: NO
101.10 00:08:42 4035Tap Factory Capped, at 2 o'clock, 4", within 8 inch: NO
110.00 00:09:06 4036Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
110.00 00:09:16 4037 M 2Tap Factory Defective, at 10 o'clock, 4", within 8 inch: NO
110.00 00:09:37 4038 S 5Hole Soil Visible, from 8 to 3 o'clock, within 8 inch: NO, Remarks: INLATERAL
138.40 00:10:37 4039Tap Factory Capped, at 2 o'clock, 4", within 8 inch: NO
140.80 00:10:49 4040Tap Factory Capped, at 10 o'clock, 4", within 8 inch: NO
189.30 00:12:18 4041Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
189.30 00:12:28 4042 M 1Roots Fine Lateral, at 10 o'clock, within 8 inch: NO
191.60 00:12:40 4043Tap Factory Capped, at 2 o'clock, 4", within 8 inch: NO
267.70 00:15:00 4044Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
267.70 00:15:13 4045 M 2Tap Factory Defective, at 10 o'clock, 4", within 8 inch: NO
267.70 00:15:27 4046 S 1Joint Offset Medium, within 8 inch: YES, Remarks: IN LATERAL
267.70 00:15:37 4047 M 1Roots Fine Lateral, at 10 o'clock, within 8 inch: NO
279.40 00:16:10 4048Tap Factory Capped, at 2 o'clock, 4", within 8 inch: NO
284.20 00:16:25 4049Water Level, 20 %, within 8 inch: NO
286.90 00:16:50 4050, b S 2Fracture Circumferential, from 9 to 12 o'clock, within 8 inch: YES
301.40 00:17:37 4052 M 1Vermin Cockroach, within 8 inch: NO
301.40 00:17:46 4053Manhole, within 8 inch: NO, Remarks: 1917-0080
1917-0081
1917
1917-0080
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 2214 8 8 16 2.67 1.33 1.78
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::
20100816 Y0TV0910C Dry Martin Garcia 60 44925
393.00 LACDPW BGD 08/13/2010 Heavy Cleaning
JABONERIA RD
BGD
Light Highway
Not Controlled
M317-005
1918-0046
1918-0047
319.3 ft
Routine Assessment
Sanitary
0046/1918-0047/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:725 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:20 1503Manhole, within 8 inch: NO, Remarks: 1918-0046
0.00 00:00:25 1504 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:00:58 1505Water Level, 10 %, within 8 inch: NO
10.50 00:01:54 1506, b S 1Crack Circumferential, from 7 to 1 o'clock, within 8 inch: YES
35.40 00:03:14 1508, b S 5Hole Soil Visible, from 1 to 2 o'clock, within 8 inch: NO
85.70 00:05:20 1510, b S 1Crack Circumferential, from 8 to 11 o'clock, within 8 inch: YES
88.00 00:05:42 1512Water Level, 10 %, within 8 inch: NO
94.70 00:06:15 1513, b S 1Crack Circumferential, from 2 to 4 o'clock, within 8 inch: YES
96.20 00:06:44 1515Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
116.60 00:07:37 1516Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
172.20 00:09:35 1517, b S 1Crack Circumferential, from 8 to 1 o'clock, within 8 inch: YES
200.50 00:10:58 1519Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
220.00 00:12:03 1520, b S 1Crack Circumferential, from 6 to 6 o'clock, within 8 inch: NO
226.00 00:13:00 1522, b S 1Crack Circumferential, from 7 to 12 o'clock, within 8 inch: YES
229.10 00:13:45 1524, b S 1Crack Circumferential, from 9 to 1 o'clock, within 8 inch: YES
245.40 00:14:55 1526 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
245.40 00:15:19 1527 S 2Joint Offset Large, within 8 inch: YES, Remarks: IN LATERAL
290.40 00:17:00 1528Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
319.30 00:18:08 1529Manhole, within 8 inch: NO, Remarks: 1918-0047
1918-0046
1918
1918-0047
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 2111 14 3 17 1.56 1.5 1.55
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::
20100817 Y0TV0910C Dry Martin Garcia 91 84360
317.00 LACDPW BGD 08/16/2010 Heavy Cleaning
JABONERIA RD
BGD
Light Highway
Not Controlled
M317-006
1917-0209
1918-0044
269 ft
Routine Assessment
Sanitary
0209/1917-0044/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:600 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:23 1991Manhole, within 8 inch: NO, Remarks: 1917-0209
0.00 00:00:28 1992 M 1Vermin Cockroach, within 8 inch: NO
5.20 00:00:57 1993Water Level, 10 %, within 8 inch: NO
12.90 00:01:40 1994, b S 1Crack Circumferential, from 12 to 4 o'clock, within 8 inch: YES
14.00 00:02:07 1996Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
52.70 00:03:32 1997Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
91.40 00:04:59 1998Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
185.00 00:8:10 1999Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
210.50 00:09:22 2000, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
213.70 00:10:15 2002, b S 5Hole Soil Visible, from 9 to 11 o'clock, within 8 inch: NO
213.70 00:10:47 2005, b S 1Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
216.70 00:11:36 2007, b S 2Fracture Circumferential, from 8 to 4 o'clock, within 8 inch: YES
218.10 00:12:25 2010Water Level, 25 %, within 8 inch: NO
224.00 00:12:43 2011Water Level, 15 %, within 8 inch: NO
269.00 00:14:24 2012 M 1Vermin Cockroach, within 8 inch: NO
269.00 00:14:32 2013Manhole, within 8 inch: NO, Remarks: 1918-0044
1917-0209
1918
1918-0044
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 1200 11 2 13 2.2 1 1.86
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::
20100812 Y0TV0910C Dry Martin Garcia 36 44944
286.00 LACDPW BGD 08/10/2010 Heavy Cleaning
ALLEY
BGD
Light Highway
Not Controlled
M317-003
1918-0069
1918-0068
237.9 ft
Routine Assessment
Sanitary
0068/1918-0069/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:550 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:34 861Manhole, within 8 inch: NO, Remarks: 1918-0069
6.00 00:01:17 862Water Level, 10 %, within 8 inch: NO
16.20 00:01:46 863, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
19.40 00:02:11 865, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
58.30 00:03:44 867, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
74.60 00:04:33 869Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
75.90 00:04:49 870, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
75.90 00:05:13 872 S 1Joint Offset Medium, within 8 inch: YES
77.20 00:05:26 873Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
114.10 00:07:03 874, b S 1Crack Circumferential, from 3 to 6 o'clock, within 8 inch: YES
130.50 00:07:53 876Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
152.70 00:08:53 877, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
175.20 00:10:00 879Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
177.60 00:10:13 880Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
230.90 00:12:12 881Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
237.90 00:12:51 882, b S 5Hole Soil Visible, from 3 to 6 o'clock, within 8 inch: YES
237.90 00:13:09 884, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
237.90 00:13:40 886Abandoned Survey, within 8 inch: NO, Remarks: INSPECTIONCOMPLETE WITH
1918-0069
1918
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 0000 15 0 15 1.67 0 1.67
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::
20100813 Y0TV0910C Dry Martin Garcia 41 44921
309.00 LACDPW BGD 08/12/2010 Heavy Cleaning
FOSTORIA ST
BGD
Light Highway
Not Controlled
M317-004
1918-0041
1918-0087
295.6 ft
Routine Assessment
Sanitary
0041/1918-0087/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:297 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:20 1044Manhole, within 8 inch: NO, Remarks: 1918-0041
0.00 00:00:26 1045 M 1Vermin Cockroach, within 8 inch: NO
2.70 00:00:45 1046Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
3.20 00:01:03 1047, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
4.30 00:01:20 1049Water Level, 10 %, within 8 inch: NO
15.20 00:02:03 1050, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
21.20 00:02:39 1052, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
24.50 S1 00:03:11 1054, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
28.60 00:03:48 1056Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
40.40 F1 00:04:19 1057 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
43.00 00:04:34 1058Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
45.50 00:04:51 1059Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
49.80 00:05:22 1060, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
64.80 00:06:22 1062, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
76.70 00:07:08 1064, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
82.70 00:07:50 1066, b S 2Crack Longitudinal, at 2 o'clock, within 8 inch: YES
84.10 00:08:14 1068Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
106.50 00:09:21 1069, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
107.50 00:09:50 1071 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
107.50 00:10:19 1072 S 5Hole Soil Visible, from 10 to 4 o'clock, within 8 inch: NO, Remarks: in lateral
112.00 00:10:50 1073, b S 1Crack Circumferential, from 8 to 2 o'clock, within 8 inch: YES
127.00 00:11:49 1075, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
128.20 00:12:18 1077Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
1918-0041
1918
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 #:20100813 Y0TV0910C Dry Martin Garcia 41 44921
309.00 LACDPW BGD 08/12/2010 Heavy Cleaning
1:297 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 2
141.30 S3 00:12:34 1078, b S 1Crack Circumferential, from 7 to 5 o'clock, 6", within 8 inch: NO, Start
141.30 00:13:21 1082Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
145.60 00:13:54 1083Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
146.90 00:14:11 1084 S 1Joint Offset Medium, within 8 inch: YES
160.20 00:15:00 1085Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
205.00 00:17:15 1086Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
219.60 00:18:02 1087Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
243.10 00:19:10 1088Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
254.70 00:20:40 1089Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
283.30 00:22:18 1090Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
294.40 F3 00:22:53 1091 S 1Crack Circumferential, from 7 to 5 o'clock, 6", within 8 inch: NO, End
295.60 00:23:10 1092Manhole, within 8 inch: NO, Remarks: 1918-00871918-0087
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5123 2111 61 3 64 1.13 1.5 1.14
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::
20100812 Y0TV0910C Dry Martin Garcia 37 44945
351.00 LACDPW BGD 08/10/2010 Heavy Cleaning
ALLEY
BGD
Light Highway
Not Controlled
M317-003
1918-0069
1918-0070
335.3 ft
Routine Assessment
Sanitary
0069/1918-0070/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:750 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:25 887Manhole, within 8 inch: NO, Remarks: 1918-0069
0.00 00:00:33 888 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:30 889Water Level, 15 %, within 8 inch: NO
6.40 00:01:55 890, b S 1Crack Circumferential, from 8 to 12 o'clock, within 8 inch: YES
9.30 00:02:31 892, b S 1Crack Circumferential, from 9 to 4 o'clock, within 8 inch: YES
12.00 S1 00:02:56 894, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
36.40 00:04:07 898Water Level, 10 %, within 8 inch: NO
43.50 00:04:33 899Tap Factory, at 9 o'clock, 6", within 8 inch: NO
93.80 00:06:20 900Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
96.60 00:06:38 901Tap Factory, at 9 o'clock, 6", within 8 inch: NO
142.10 00:08:45 902 S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
142.40 00:09:17 903, b S 5Hole Soil Visible, at 3 o'clock, within 8 inch: YES
142.40 00:09:34 905, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
143.80 00:10:02 908Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
209.30 00:12:40 909Tap Factory, at 9 o'clock, 6", within 8 inch: NO
259.90 00:14:35 910Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
282.20 00:15:42 911, b S 2Fracture Circumferential, from 2 to 4 o'clock, within 8 inch: YES
289.40 00:16:17 913Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
333.50 00:18:12 914Tap Factory Active, at 6 o'clock, 6", within 8 inch: NO
334.30 F1 00:18:24 915 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
335.30 00:18:43 916 M 1Vermin Cockroach, within 8 inch: NO
335.30 00:18:52 917Manhole, within 8 inch: NO, Remarks: 1918-0070
1918-0069
1918
1918-0070
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5123 1200 94 2 96 1.08 1 1.08
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::
20100812 Y0TV0910C Dry Martin Garcia 33 44908
366.00 LACDPW BGD 08/10/2010 Heavy Cleaning
SHULL ST
BGD
Light Highway
Not Controlled
M317-003
1918-0091
1918-0092
345.5 ft
Routine Assessment
Sanitary
0091/1918-0092/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:429 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:20 752Manhole, within 8 inch: NO, Remarks: 1918-0091
0.00 00:00:26 753 M 1Vermin Cockroach, within 8 inch: NO
0.00 00:00:43 754, b M 2Deposits Attached Grease, from 10 to 2 o'clock, 5 %, within 8 inch: NO
5.00 00:01:18 756, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
11.20 00:01:59 758, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
12.30 00:02:25 760Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
19.60 00:02:59 761, b S 2Crack Longitudinal, at 12 o'clock, within 8 inch: YES
20.90 00:03:29 763Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
28.90 00:04:00 764Water Level, 10 %, within 8 inch: NO
39.90 00:04:39 765, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
55.00 00:05:29 767, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
60.30 S1 00:6:10 769, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
65.30 00:06:30 773Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
70.80 00:07:05 774Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
94.00 00:08:37 775Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
101.70 F1 00:09:09 776 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
110.10 00:09:49 777, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
112.90 00:10:33 779, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
115.60 S2 00:10:59 781, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
117.70 00:11:40 785Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
146.90 00:13:15 786Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
167.50 00:14:45 787Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
1918-0091
1918
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 #:20100812 Y0TV0910C Dry Martin Garcia 33 44908
366.00 LACDPW BGD 08/10/2010 Heavy Cleaning
1:429 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 2
194.20 00:16:30 788Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
210.20 F2 00:17:13 789 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
220.30 00:17:51 790 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
220.30 00:18:15 791 S 5Hole Soil Visible, from 10 to 3 o'clock, within 8 inch: NO, Remarks: in lateral
225.80 00:18:47 792Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
239.20 00:19:43 793, b S 1Crack Circumferential, from 7 to 1 o'clock, within 8 inch: YES
250.90 00:20:42 795, b S 1Crack Circumferential, from 3 to 9 o'clock, within 8 inch: YES
258.20 00:21:22 797Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
262.40 00:21:49 798, b S 1Crack Circumferential, from 7 to 1 o'clock, within 8 inch: YES
272.80 00:22:58 800Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
272.80 00:23:11 801Water Level, 25 %, within 8 inch: NO
280.00 00:23:48 802, b S 2Crack Longitudinal, at 1 o'clock, within 8 inch: YES
289.20 00:24:47 804, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
297.90 00:25:43 806, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
310.40 00:27:01 808, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
320.00 00:28:02 810Tap Factory, at 3 o'clock, 6", within 8 inch: NO
322.60 00:28:25 811Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
323.80 00:28:51 812, b S 2Crack Longitudinal, at 1 o'clock, within 8 inch: YES
338.30 00:30:07 814Water Level, 50 %, within 8 inch: NO
345.50 00:30:57 815 M 1Vermin Cockroach, within 8 inch: NO
345.50 00:31:07 816Manhole, within 8 inch: NO, Remarks: 1918-0092
1918-0092
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5125 2212 59 6 65 1.18 1.5 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::
20100827 Y0TV0910C Dry Rigo Alvarez 516 45390
251.00 LACDPW BGD 08/23/2010 Jetting 1917
ALLEY
BGD
Alley
Not Controlled
R311-015
1917-0314
1917-0315
196.6 ft
Routine Assessment
Sanitary
0314/1917-0315/1917
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:450 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:19 3051Manhole, within 8 inch: NO, Remarks: 1917-0314
0.00 00:00:28 3052, b M 1Vermin Cockroach, within 8 inch: NO
2.50 00:01:17 3054Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
5.50 00:02:50 3055Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
6.00 00:03:21 3056Water Level, 5 %, within 8 inch: NO
9.40 00:03:47 3057General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
35.80 00:04:45 3058Tap Factory Capped, at 2 o'clock, 6", within 8 inch: NO
38.40 00:05:11 3059Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
65.80 00:06:13 3060Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
86.90 00:07:06 3061Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
110.00 00:08:39 3062, b S 5Broken Soil Visible, from 1 to 3 o'clock, within 8 inch: YES
110.00 00:09:18 3064, b S 3Fracture Longitudinal, at 9 o'clock, within 8 inch: YES
113.90 00:10:07 3066Tap Break-in Active, at 2 o'clock, 4", within 8 inch: NO
117.20 00:10:36 3067Tap Factory Capped, at 2 o'clock, 6", within 8 inch: NO
117.20 00:10:48 3068, b M 1Vermin Cockroach, within 8 inch: NO
156.80 00:12:28 3070Water Level, 20 %, within 8 inch: NO
162.90 00:12:56 3071Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
187.00 00:14:29 3072, b M 2Deposits Settled Fine, from 5 to 7 o'clock, 10 %, within 8 inch: NO
196.60 00:15:16 3074, b M 1Vermin Cockroach, within 8 inch: NO
196.60 00:15:44 3076Manhole, within 8 inch: NO, Remarks: 1917-0315
1917-0314
1917-0315
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 2113 8 5 13 4 1.25 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::
20100812 Y0TV0910C Dry Martin Garcia 32 44970
366.00 LACDPW BGD 08/10/2010 Heavy Cleaning
SHULL ST
BGD
Light Highway
Not Controlled
M317-003
1918-0090
1918-0091
345.6 ft
Routine Assessment
Sanitary
0090/1918-0091/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:330 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:22 696Manhole, within 8 inch: NO, Remarks: 1918-0090
0.00 00:00:27 697 M 1Vermin Cockroach, within 8 inch: NO
5.00 00:00:48 698Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
6.10 00:01:32 699, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
6.10 00:01:52 701Water Level, 10 %, within 8 inch: NO
17.70 00:02:27 702, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
18.80 00:02:58 704Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
21.50 00:03:17 705Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
25.80 00:03:50 706, b S 1Crack Circumferential, from 8 to 2 o'clock, within 8 inch: YES
43.60 00:04:53 708, b S 1Crack Circumferential, from 9 to 5 o'clock, within 8 inch: YES
47.90 00:05:23 710Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
55.00 S1 00:05:55 711, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
71.40 00:06:57 715Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
91.70 00:08:11 716Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
115.60 00:09:40 717Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
135.80 F1 00:10:29 718 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
141.60 00:10:51 719Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
1918-0090
1918
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 #:20100812 Y0TV0910C Dry Martin Garcia 32 44970
366.00 LACDPW BGD 08/10/2010 Heavy Cleaning
1:330 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 2
148.90 00:11:19 720, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
151.70 00:12:07 722, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
151.70 00:13:24 725, b S 5Broken, from 8 to 4 o'clock, within 8 inch: NO
153.00 00:14:05 727, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: NO
154.80 00:14:39 729, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
157.70 00:15:16 731, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
159.10 00:15:41 733Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
161.50 00:16:00 734Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
165.60 00:16:26 735, b S 1Crack Circumferential, from 3 to 9 o'clock, within 8 inch: YES
186.70 S2 00:17:27 737, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
221.00 00:19:18 741Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
244.50 00:20:45 742Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
270.60 00:22:07 743Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
273.30 00:22:28 744Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
320.20 00:24:42 745Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
322.90 00:25:13 746Tap Factory, at 9 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 #:20100812 Y0TV0910C Dry Martin Garcia 32 44970
366.00 LACDPW BGD 08/10/2010 Heavy Cleaning
1:330 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 3
341.90 F2 00:26:15 747 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
342.70 00:26:42 748, b M 2Deposits Attached Grease, from 11 to 1 o'clock, 5 %, within 8 inch: NO
345.60 00:27:12 750 M 1Vermin Cockroach, within 8 inch: NO
345.60 00:27:21 751Manhole, within 8 inch: NO, Remarks: 1918-0091
1918-0091
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2112 78 4 82 1.11 1.33 1.12
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::
20100813 Y0TV0910C Dry Martin Garcia 46 44852
366.00 LACDPW BGD 08/12/2010 Heavy Cleaning
SHULL ST
BGD
Light Highway
Not Controlled
M317-004
1918-0092
1918-0093
329.1 ft
Routine Assessment
Sanitary
0092/1918-0093/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:363 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:22 1238Manhole, within 8 inch: NO, Remarks: 1918-0092
0.00 00:00:27 1239 M 1Vermin Cockroach, within 8 inch: NO
4.00 00:00:52 1240, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
6.10 00:01:18 1242Water Level, 10 %, within 8 inch: NO
21.10 00:01:57 1243Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
23.90 00:02:14 1244Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
34.00 00:02:50 1245, b S 2Crack Longitudinal, at 2 o'clock, within 8 inch: YES
42.90 00:03:30 1247, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
50.30 00:04:04 1249Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
50.30 00:04:13 1250 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
51.40 00:04:33 1251 M 1Roots Fine Joint, from 11 to 1 o'clock, within 8 inch: YES
59.90 00:04:59 1252, b M 1Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
60.30 00:05:12 1254, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
63.40 00:06:00 1256, b S 1Crack Circumferential, from 1 to 3 o'clock, within 8 inch: YES
63.40 00:06:14 1258 M 1Roots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
73.60 00:06:46 1259Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
76.40 00:09:19 1260Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
80.30 00:09:39 1261, b S 1Crack Circumferential, from 9 to 4 o'clock, within 8 inch: YES
80.30 00:09:56 1263, b M 1Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
83.10 00:10:22 1265 M 1Roots Fine Joint, at 9 o'clock, within 8 inch: YES
95.50 00:11:13 1266, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
95.50 00:11:30 1268 M 1Roots Fine Joint, from 10 to 11 o'clock, within 8 inch: YES
107.60 00:12:06 1269 M 1Roots Fine Joint, from 11 to 12 o'clock, within 8 inch: YES
114.80 00:12:34 1270Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
116.00 00:13:02 1271, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
116.00 00:13:23 1273, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
1918-0092
1918
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 #:20100813 Y0TV0910C Dry Martin Garcia 46 44852
366.00 LACDPW BGD 08/12/2010 Heavy Cleaning
1:363 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 2
116.00 00:13:02 1271, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
116.00 00:13:23 1273, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
130.90 00:14:14 1275 M 1Roots Fine Joint, from 12 to 3 o'clock, within 8 inch: YES
136.90 00:14:44 1276, b M 1Roots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
141.20 00:15:13 1278Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
141.20 00:15:23 1279 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
148.70 00:15:52 1280, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
152.90 00:16:26 1282Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
160.10 00:16:51 1283, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
170.20 00:17:34 1285Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
192.20 00:18:37 1286, b M 2Deposits Attached Grease, from 1 to 2 o'clock, 5 %, within 8 inch: NO
207.50 00:19:24 1288, b S 1Crack Circumferential, from 7 to 4 o'clock, within 8 inch: YES
208.90 00:19:56 1290Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
208.90 00:20:07 1291, b M 2Deposits Attached Grease, from 1 to 2 o'clock, 5 %, within 8 inch: NO
216.20 00:20:43 1293, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
216.20 00:21:00 1295 M 2Deposits Attached Grease, from 11 to 2 o'clock, 10 %, within 8 inch: NO
230.10 00:21:43 1296, b M 2Deposits Attached Grease, from 11 to 1 o'clock, 5 %, within 8 inch: NO
232.30 00:22:07 1298Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
236.60 00:22:27 1299, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
248.70 00:23:12 1301, b S 3Fracture Longitudinal, at 3 o'clock, within 8 inch: YES
248.70 00:23:28 1303, b S 5Hole Soil Visible, at 3 o'clock, within 8 inch: YES
248.70 00:23:47 1305, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
251.60 00:24:29 1307, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
260.70 00:25:11 1309, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
273.80 00:25:59 1311Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
275.10 00:26:13 1312, b S 1Crack Circumferential, from 12 to 5 o'clock, within 8 inch: YES
287.30 00:27:03 1314, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
287.30 00:27:18 1316 M 1Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
290.20 00:27:51 1317, b M 1Roots Fine Joint, from 11 to 3 o'clock, within 8 inch: YES
296.40 S1 00:28:21 1319, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
296.40 00:28:35 1323 M 1Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
320.20 00:29:53 1324, b M 1Roots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
321.50 00:30:15 1326Tap Factory Capped, 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 #:20100813 Y0TV0910C Dry Martin Garcia 46 44852
366.00 LACDPW BGD 08/12/2010 Heavy Cleaning
1:363 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 3
321.50 00:30:15 1326Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
325.80 00:30:35 1327, b M 1Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
325.80 F1 00:30:49 1329 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
329.10 00:31:05 1330 M 1Vermin Cockroach, within 8 inch: NO
329.10 00:31:14 1331Manhole, within 8 inch: NO, Remarks: 1918-0093
1918-0093
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5142 241B 44 26 70 1.57 1.18 1.4
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::
20100819 Y0TV0910C Dry Martin Garcia 120 45616
66.00 LACDPW BGD 08/19/2010 Heavy Cleaning
PARKING LOT
BGD
Light Highway
Not Controlled
M317-008
1917-0131
1917-0134
4.8 ft
Routine Assessment
Sanitary
0131/1917-0134/1917
Circular 8"Vitrified Clay Pipe Pipe Length:
1:25 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:19 2591Manhole, within 8 inch: NO, Remarks: 1917-0131
0.00 00:00:27 2592 M 1Vermin Cockroach, within 8 inch: NO
3.00 00:01:08 2593, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
4.00 00:01:42 2595, b S 5Hole Soil Visible, from 8 to 10 o'clock, within 8 inch: YES
4.00 00:02:06 2597, b S 2Fracture Circumferential, from 8 to 10 o'clock, within 8 inch: YES
4.50 00:02:34 2599, b S 5Hole Soil Visible, from 7 to 9 o'clock, within 8 inch: YES
4.80 00:03:06 2601, b M 4Alignment Right, 90 %, within 8 inch: NO
4.80 00:03:32 2603Abandoned Survey, within 8 inch: NO, Remarks: UNABLE TO PASS TURNTO TH
1917-0131
1917
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5221 4111 13 5 18 3.25 2.5 3
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::
20100812 Y0TV0910C Dry Martin Garcia 35 44944
286.00 LACDPW BGD 08/10/2010 Heavy Cleaning
ALLEY
BGD
Light Highway
Not Controlled
M317-003
1918-0068
1918-0069
46.5 ft
Routine Assessment
Sanitary
0068/1918-0069/1918
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:125 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:31 843Manhole, within 8 inch: NO, Remarks: 1918-0068
6.00 00:01:04 844Water Level, 10 %, within 8 inch: NO
7.40 00:01:15 845, b S 1Crack Circumferential, from 10 to 3 o'clock, within 8 inch: YES
16.40 00:01:56 847, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
17.60 00:02:23 849Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
42.60 00:03:35 850, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
42.70 00:03:53 852, b S 5Broken, from 7 to 5 o'clock, within 8 inch: YES
46.50 00:05:18 854, b S 5Hole Soil Visible, from 6 to 9 o'clock, within 8 inch: YES
46.50 00:05:53 856, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
46.50 00:06:18 858, b S 5Broken, from 3 to 9 o'clock, within 8 inch: YES
46.50 00:06:43 860Abandoned Survey, within 8 inch: NO, Remarks: UNABLE TO PASS PIPEDUE T
1918-0068
1918
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5322 0000 21 0 21 3 0 3
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::
20100811 Y0TV0910C Dry Martin Garcia 24 52870
320.00 LACDPW BGD 08/10/2010 Heavy Cleaning
SHULL ST
BGD
Light Highway
Not Controlled
M317-002
1864-0123
1864-0122
345.7 ft
Routine Assessment
Sanitary
0122/1864-0123/1864
Circular 8"Vitrified Clay Pipe Pipe Length: 3.0
1:363 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 1
0.00 00:00:41 493Manhole, within 8 inch: NO, Remarks: 1864-0123
0.00 00:00:47 494 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:33 495Water Level, 5 %, within 8 inch: NO
11.90 00:01:57 496Tap Break-in, at 9 o'clock, 6", within 8 inch: NO
12.30 00:02:18 497, b S 5Hole Void Visible, from 9 to 11 o'clock, within 8 inch: NO
25.50 00:03:15 499, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
28.60 00:04:08 501, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
28.70 00:04:48 505, b S 5Broken, from 2 to 5 o'clock, within 8 inch: YES
31.50 00:05:12 507, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
51.10 00:06:09 509Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
56.40 00:06:28 510Tap Factory, at 9 o'clock, 6", within 8 inch: NO
69.50 00:07:06 511, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
71.90 00:07:32 513, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
79.70 00:08:05 515Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
83.80 00:08:38 516, b S 1Crack Circumferential, from 9 to 1 o'clock, within 8 inch: YES
88.30 00:09:07 518Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
88.30 00:09:17 519 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
92.50 00:09:49 520, b S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
99.60 00:10:22 522Tap Factory, at 9 o'clock, 6", within 8 inch: NO
109.30 00:10:48 523, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
140.80 00:12:15 526Tap Factory, at 3 o'clock, 6", within 8 inch: NO
161.40 00:13:04 527Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
1864-0123
0122
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 #:20100811 Y0TV0910C Dry Martin Garcia 24 52870
320.00 LACDPW BGD 08/10/2010 Heavy Cleaning
1:363 position observation MPEG photo grade
WinCanExport 100%.mdb // page: 2
166.70 00:13:32 528Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
176.80 00:14:10 529, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
176.90 00:14:42 532, b S 5Hole, from 7 to 11 o'clock, within 8 inch: YES
179.70 00:15:15 534, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
192.90 00:16:02 536Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
210.50 00:16:44 537Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
234.10 00:17:40 538 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
234.10 00:18:02 539 S 1Crack Circumferential, from 1 to 4 o'clock, within 8 inch: NO, Remarks: inlateral
260.70 00:19:18 540Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
281.30 00:20:19 541Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
328.40 00:22:02 542Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
333.30 00:22:22 543Tap Factory, at 9 o'clock, 6", within 8 inch: NO
338.60 00:22:59 544Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
345.70 00:23:31 545 M 1Vermin Cockroach, within 8 inch: NO
345.70 00:23:39 546Manhole, within 8 inch: NO, Remarks: 1864-0122
1864-0122
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5342 2113 34 5 39 2.43 1.25 2.17