COUNTY OF LOS ANGELES - Y0TV0910D CCTV... · County of Los Angeles Department of Public Works...
Transcript of COUNTY OF LOS ANGELES - Y0TV0910D CCTV... · County of Los Angeles Department of Public Works...
GAIL FARBER, Director
July 15, 2013
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
Mr. Farrokh AbolfathiActing Director of Public WorksCity of Carson701 East Carson StreetCarson, CA 90745
Attention Mr. Massoud Ghiam
Dear Mr. Abolfathi:
900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626)458-5100http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460ALHAMBRA, CALIFORNIA 91802-1460
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITfON ASSESSMENT PROGRAM REPORTPROJECT NO. YOTV0910D
IN REPLY PLEASE
REFER TO FILE: SM- 1
This letter is to inform you that as part of our Sewer Condition Assessment Program, theCounty of Los Angeles Department of Public Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television inspection of 218,664 feet or23 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 (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)
• Infiltration List and Map (Enclosure 2)
• Quick Structural Rating Report Priority List, Quick Structural Rating Map, andLining and Point Repair Projects Map (Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
Mr. Farrokh AbolfathiJuly 15, 2013Page 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. In addition, the segments with severestructural defects have either been repaired or will be scheduled for repair within thenext 24 months as part of our ongoing Accumulative Capital Outlay Program.
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
RAJESH PATELAssistant Deputy DirectorSewer Maintenance Division
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Page 1 of 4
CONDITION ASSESSMENT REPORTCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: Y0TV0910D PROJECT MGR: Eric LiuPROJECT DATE: 01/31/2011 CONTACT NO: (626) 300-3369SUP. DISTRICT(s): 2 MAP PAGE(S): 1704, 1705, 1760, 1761
Report By: Eric Liu Report Date: 05/23/2013
INTRODUCTION
As part of our Sewer Condition Assessment Program, the County of Los AngelesDepartment of Public Works Consolidated Sewer Maintenance District (District) hascompleted the closed-circuit television (CCTV) inspection of 218,664 feet or23 percent of the City of Carson’s (City) sewer system as part of this conditionassessment report.
To date, the District has completed the CCTV inspection of 420,370 feet or 44.1 percentof the City’s sewer system. In addition to this report, one previous conditionassessment report dated April 12, 2011, was transmitted to your City.A copy of this report can also be found on the District’s website athttp://dpw.lacounty.gov/smd/cctv/city/. The remaining 55.9 percent of the City’s sewersystem is scheduled for CCTV inspection in Fiscal Year 2014-15.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment andCertification Program (PACP Version 6.0.1) Quick Rating methodology to rank thestructural and maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project No. Y0TV0910D included sewer lines located in the unincorporated County ofLos Angeles and in the Cities of Carson and Santa Clarita. Enclosed for your referenceis an overview map of the project area within your City (Enclosure 1).
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DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade foreach pipe segment for either maintenance or structural defects. A grade of 1 indicatesthat a pipe segment is in excellent condition with minor defects while a grade of5 indicates that a pipe segment may require immediate attention. A detailed breakdownof 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 90.4 percent of the system televised wasfree of blockages or restrictions that would impede sewer flows. However, theremaining 9.6 percent of the inspected pipe segments had a PACP maintenance gradeof 3, 4, or 5 as indicated in the Quick Maintenance Rating Table shown below.These segments have been incorporated into our enhanced maintenance schedule withcorrective 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 pipesegment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECTGRADE
PIPELENGTH
(FT)
PERCENT TOTALINSPECTED PIPE
LENGTHNO. SEGMENTS
1: Minor 353 0.2 32: Minor to Moderate 197,305 90.2 8993: Moderate 7,430 3.4 334: Significant 12,247 5.6 535: Most Significant 1,329 0.6 6
TOTAL 218,664 100.0 994
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Lateral Notices
Also included on the Quick Maintenance Rating Report Priority List are deficienciesdiscovered inside lateral connections to the mainline. The District does not maintainlateral lines. It is the responsibility of the property owner to maintain their respectivelateral lines to facilitate the flow of wastewater from their property to the mainline.As a result of this condition assessment, 37 notices will be sent to property owners inyour City notifying them of the maintenance issues discovered in their lateral. A samplelateral notice letter is provided in Enclosure 2 for your reference.
High Water Levels
Our inspection revealed that approximately 97.3 percent of the system televised hasadequate capacity. Approximately 2.7 percent of the segments inspected exhibiteddeficiencies associated with high water levels. Capacity of the sewer pipe can bedetermined by analyzing several PACP codes, including Water Level, Water Mark, andmiscellaneous remarks, which indicated the camera was underwater or there were sagsin the line. A sewer pipe is typically considered at capacity when the sewer pipe isflowing half full. However, there are conditions in which the water level or water markhas reached 50 percent of capacity or greater due to heavy flows in adjoining pipes, atemporary stoppage due to debris in the sewer lines, or a sag in the line. Therefore,additional review of the pipe segments exhibiting high water level concerns wasconducted to determine if any capacity issues exist. The sewer segments associatedwith high water levels appear to be the result of sags in the line, which do not impact itscapacity. The pipe segments with sags have been cleaned to remove any debris in theline.
All sewer pipes where Water Level, Water Mark, and miscellaneous remarks of cameraunderwater or sags in the line are at or above 50 percent capacity, have been listed andanalyzed on the High Water Level Table in Enclosure 2. The nature of these high waterlevel conditions is also summarized on this table.
Infiltration
Our inspection revealed that approximately 0.2 percent of the system included in thisproject has infiltration within the pipe segment. Infiltration is the ingress of groundwaterinto the sewers through a defect or porous area of the pipe wall. All sewer pipes whereinfiltration was found are listed on the Infiltration Table (Enclosure 2). This table alsoprovides the proposed corrective action for these impacted sewer segments.If a corrective method is proposed, the remediation will be scheduled in the next24 months as part of our ongoing Accumulative Capital Outlay Program.
A map showing the sewer lines with high water levels and infiltration is provided inEnclosure 2.
Page 4 of 4
STRUCTURAL REPORT
Our inspection revealed that approximately 94.9 percent of the inspected pipe segmentswithin the City were free of severe structural defects. The remaining 5.1 percent of theinspected pipe segments had a PACP structural grade of 4 and 5 as indicated in theQuick Structural Rating Table shown below. These segments have been placed on apriority list based on the severity and the need for action. For Items 1 through 47 in theQuick Structural Rating Report Priority List (Enclosure 3), which require a correctiveaction, the proposed repair or replacement will be scheduled in the next 24 months aspart of our ongoing Accumulative Capital Outlay Program.
A color-coded map showing the Quick Structural Rating for each pipe segment islocated in Enclosure 3. Copies of the actual inspection report for these 47 segmentsare included in Enclosure 4. A map showing the sewer lines that need lining and pointrepair is also provided in Enclosure 3.
QUICK STRUCTURAL RATING TABLE
DEFECTGRADE
PIPELENGTH
(FT)
PERCENT TOTALINSPECTED PIPE
LENGTHNO. SEGMENTS
1: Minor 139,697 63.9 6662: Minor to Moderate 7,641 3.5 353: Moderate 60,066 27.5 2464: Significant 8,116 3.7 315: Most Significant 3,144 1.4 16
TOTAL 218,664 100.0 994
FUTURE PROJECTS
The Sewer Condition Assessment Program will perform CCTV inspections of theremaining sewer lines within the City according to the following schedule:
FISCAL YEARPROJECT
NAMELENGTH
(FT)PERCENTAGE
OF SYSTEMSTATUS
2008-2009 Y0TV0809D 201,706 21.2 COMPLETED
2009-2010 Y0TV0910D 218,664 23.0 COMPLETED
2014-2015 Y0TV1415B 531,975 55.8 FUTURE
TOTAL 952,345 100.0
ENCLOSURE 1:
Project Overview Map
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Legend
SMD Sanitary Sewers
SMD Manholes
!U Other
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!( Standard
#* DROP
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Trunk Sewerlines
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SMD Operations Maps
CCTV PROJECT AREA
OVERVIEW MAP
MAY 2013
0 725 1,450 2,175 2,900
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CITY
OF
CARSON
CCTV PROJECT
Y0TV0910D
ENCLOSURE 2:
Quick Maintenance Rating ReportPriority 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
1 5141 1705-0736 1705-TRNK EASEMENT Camera under water; grease Hydrojet (11/18/11)
2 5141 1705-0753 1705-0714 DOLORES ST Camera under water Hydrojet (11/18/11)
3 5131 1705-0625 1705-0624 RAVENNA AV Roots; sag; grease in lateral Hydrojet (11/17/11) Lateral notice will be sent to property owner.
4 5131 1705-0750 1705-0751 RONAN AV Root in lateral; roots Hydrojet(11/18/11) Lateral notice will be sent to property owner.
5 5121 1705-0664 1705-0665 CATSKILL AV Roots Hydrojet (11/17/11)
6 5121 1705-0715 1705-0716 CLARION DR Roots Hydrojet (11/18/11)
7 4A22 1760-0493 1760-0604 EDGAR ST Camera underwater Hydrojet (12/01/11)
8 4721 1705-0036 1705-0037 FIGUEROA ST Camera underwater Hydrojet (11/16/11)
9 4533 1705-0070 1705-0069 213TH ST Roots; root in lateral Hydrojet (11/16/11) Lateral notice will be sent to property owner.
10 452A 1705-0919 1705-TRNK 220TH ST Camera under water; sag Hydrojet (11/29/11)
11 4421 1760-0405 1760-0406 EASEMENT Camera under water Hydrojet (12/01/11)
12 4331 1705-0497 1705-0498 CATSKILL AV Roots in lateral Lateral notice will be sent to property owner.
13 4331 1760-0315 1760-0314 FRIES AV Roots in lateral Lateral notice will be sent to property owner.
14 4324 1705-0483 1705-0482 RAVENNA AV Roots in lateral Lateral notice will be sent to property owner.
15 4324 1760-0307 1705-0970 223RD ST Roots in lateral; roots Hydrojet (11/30/11) Lateral notice will be sent to property owner.
16 4322 1760-0301 1760-0303 MARINE AV Roots; roots in lateral Hydrojet (11/30/11) Lateral notice will be sent to property owner.
17 4231 1705-0662 1705-0661 NEPTUNE AV Roots in lateral; roots Hydrojet (11/17/11) Lateral notice will be sent to property owner.
18 4225 1705-0498 1705-0499 CATSKILL AV Roots in lateral Lateral notice will be sent to property owner.
19 4222 1705-0892 1705-0891 219TH ST Sag Hydrojet (11/29/11)
20 4222 1760-0289 1760-0290 MARINE AV root in lateral; roots Hydrojet (11/30/11) Lateral notice will be sent to property owner.
21 4222 1760-0517 1760-0515 WATSON CENTER DR Sag Hydrojet (12/01/11)
22 4221 1704-0132 1704-0133 TORRANCE BV Roots in lateral Lateral notice will be sent to property owner.
23 4221 1705-0034 1705-0035 218TH PL Camera under water; grease in lateral Hydrojet (11/16/11) Lateral notice will be sent to property owner.
24 4132 1705-0901 1705-0902 ARCHIBALD AV Roots in lateral; roots Hydrojet (11/29/11) Lateral notice will be sent to property owner.
25 4132 1760-0457 1760-0456 EDGAR ST Sag; root in lateral; intruding lateral Hydrojet (12/01/11) Lateral notice will be sent to property owner.
26 4131 1705-0740 1705-0742 JAVELIN ST Roots in lateral; roots Hydrojet (11/18/11) Lateral notice will be sent to property owner.
27 4131 1705-0914 1705-0915 220TH ST Roots in lateral Lateral notice will be sent to property owner.
28 4131 1705-0917 1705-1059 220TH ST Roots in lateral Lateral notice will be sent to property owner.
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
Page 1 of 4
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
29 4127 1705-0802 1705-0789 FOXWELL AV Roots; intruding liner at lateral Hydrojet (11/30/11) Lateral notice will be sent to property owner.
30 4125 1704-0125 1704-0126 SHEARER AV Roots Hydrojet (11/16/11)
31 4124 1705-0664 1705-0666 219TH ST Roots; debris Hydrojet (11/17/11)
32 4123 1705-0479 1705-0480 RAVENNA AV Roots in lateral; deposit Hydrojet (11/17/11) Lateral notice will be sent to property owner.
33 4123 1705-0919 1705-0918 220TH ST Roots; root in lateral Hydrojet (11/29/11) Lateral notice will be sent to property owner.
34 4123 1705-0949 1705-0950 CAROLDALE AV Roots in lateral; roots Hydrojet (11/29/11) Lateral notice will be sent to property owner.
35 4123 1760-0296 1760-0295 226TH ST Root in lateral; grease in lateral Lateral notice will be sent to property owner.
36 4122 1705-0055 1705-0054 EASEMENT Deposits settled; roots in lateral Hydrojet (11/16/11) Lateral notice will be sent to property owner.
37 4122 1705-0424 1705-0989 MARGARET ST Water mark; camera underwater; grease Hydrojet (11/16/11)
38 4122 1705-0473 1705-0474 GRACE AV Roots; grease in lateral Hydrojet (11/17/11) Lateral notice will be sent to property owner.
39 4122 1705-0790 1705-0791 213TH ST Camera under water Hydrojet (11/18/11)
40 4122 1760-0299 1760-0301 MARINE AV Roots in lateral Lateral notice will be sent to property owner.
41 4122 1760-0306 1760-0307 223RD ST Roots in lateral Lateral notice will be sent to property owner.
42 4122 1760-0317 1760-0316 FRIES AV Roots in lateral Lateral notice will be sent to property owner.
43 4122 1760-0324 1705-0478 224TH ST Roots in lateral Lateral notice will be sent to property owner.
44 4122 1760-0395 1760-0397 AVALON BV Camera under water Hydrojet (11/30/11)
45 4122 1760-0572 1760-0571 GARSTON AV Roots in lateral; roots Hydrojet (12/01/11) Lateral notice will be sent to property owner.
46 4121 1705-0041 1705-0042 FIGUEROA ST Roots in lateral Lateral notice will be sent to property owner.
47 4121 1705-0045 1705-1013 FIGUEROA ST Roots in lateral Lateral notice will be sent to property owner.
48 4121 1705-0112 1704-0080 FIGUEROA ST Heavy deposit settled Hydrojet (11/16/11)
49 4121 1705-0475 1705-0476 GRACE AV Roots Hydrojet (11/17/11)
50 4121 1705-0818 1705-TRNK MAIN ST Camera under water Hydrojet (11/30/11)
51 4121 1705-0846 1705-1006 MAIN ST Obstacle utility external pipe Point Repair (completed: 11/29/2012)
52 4121 1705-0912 1705-0913 220TH ST Roots in lateral Lateral notice will be sent to property owner.
53 4121 1705-1040 1705-1041 220TH ST Roots in lateral Lateral notice will be sent to property owner.
54 4121 1760-0016 1760-0015 PRIVATE RD Change in pipe size and material: 23' No action needed.
55 4121 1760-0421 1760-0425 HADLER ST Roots in lateral Lateral notice will be sent to property owner.
56 4121 1760-0505 1760-0506 223RD ST Roots in lateral Lateral notice will be sent to property owner.
Page 2 of 4
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
57 4121 1760-0508 1760-0507 223RD ST Roots in lateral Lateral notice will be sent to property owner.
58 4121 1760-0546 1760-0545 PERRY ST Infiltration runner: 103' Lining: MH to MH
59 4121 1761-0205 1761-0207 230TH ST Sag Hydrojet (12/01/11)
60 3821 1760-0515 1760-0514 WATSON CENTER DR Deposit attached grease Hydrojet (12/01/11)
61 3224 1705-0851 1705-0853 RITNER ST Roots in lateral; roots Hydrojet (11/29/11)
62 3222 1705-0739 1705-0740 JAVELIN ST Grease; sag Hydrojet (11/18/11)
63 3221 1705-1013 1705-0044 FIGUEROA ST Roots in lateral Lateral notice will be sent to property owner.
64 3221 1705-1039 1705-1038 220TH ST Roots in lateral Lateral notice will be sent to property owner.
65 3125 1705-0664 1705-0663 219TH ST Roots in lateral; roots Hydrojet (11/17/11) Lateral notice will be sent to property owner.
66 3124 1705-0861 1705-0860 MONETA AV Tap break-in defect No action needed.
67 3123 1705-0065 1705-0064 LYNTON AV Roots in lateral; pipe obstacle in MH 64 Hydrojet (11/16/11)
68 3123 1705-0674 1705-0683 DOLORES ST Grease; grease in lateral Hydrojet (11/17/11) Lateral notice will be sent to property owner.
69 3122 1705-0769 1705-0768 CARSON ST Roots in lateral Lateral notice will be sent to property owner.
70 3122 1705-0774 1705-0773 ORRICK AV Sag Hydrojet (11/18/11)
71 3122 1705-0809 1705-0808 BOLSA ST Roots in lateral; roots Hydro (11/30/11) Lateral notice will be sent to property owner.
72 3122 1705-0901 1705-0900 218TH ST Roots in lateral Lateral notice will be sent to property owner.
73 3122 1705-1018 1705-0046 FIGUEROA ST Roots in lateral; debris; roots Hydrojet (11/30/11) Lateral notice will be sent to property owner.
74 3122 1760-0215 1760-0565 213TH ST Infiltration runner No action needed.
75 3121 1705-0417 1705-0864 CARSON ST Sag Hydrojet (11/16/11)
76 3121 1705-0504 1705-0970 223RD ST Sag Hydrojet (11/17/11)
77 3121 1705-0788 1705-0787 213TH ST Sag Hydrojet (11/18/11)
78 3121 1705-0791 1705-0792 213TH ST Tap break-in defect No action needed.
79 3121 1705-0835 1705-0834 CLARION DR Roots Hydrojet (11/29/11)
80 3121 1705-0840 1705-0835 CLARION DR Roots in lateral Lateral notice will be sent to property owner.
81 3121 1705-0904 1705-0903 CAROLDALE AV Roots in lateral Lateral notice will be sent to property owner.
82 3121 1705-0947 1705-0948 ARCHIBALD AV Roots in lateral Lateral notice will be sent to property owner.
83 3121 1705-1040 1705-1039 220TH ST Roots in lateral Lateral notice will be sent to property owner.
84 3121 1705-1061 1705-0688 DOUBLE ST Roots (line was cleaned during inspection) Line was cleaned during inspection.
Page 3 of 4
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
85 3121 1760-0481 1760-0489 RENTON ST Tap break-in defect No action needed.
86 3121 1760-0507 1760-0506 223RD ST root in lateral Lateral notice will be sent to property owner.
87 3121 1760-0574 1760-0232 BONITA ST Sag Hydrojet (12/01/11)
88 3121 1761-0293 1761-WEST PRIVATE RD Sag Hydro (12/01/11)
89 3100 1705-0864 1705-0863 MONETA AV Water mark No action needed.
90 3100 1705-0911 1705-0910 220TH ST Sag Hydro (11/29/11)
91 3100 1760-0008 1760-0007 WILMINGTON AV Water mark No action needed.
92 3100 1760-0452 1760-0599 220TH ST Water mark No action needed.
Page 4 of 4
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S-1759
S-1704
S-1760
S-1705
Legend
SMD Sanitary Sewers
QMR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
APRIL 2013
0 420 840 1,260 1,680
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
QUICK
MAINTENANCE
RATING
(QMR)
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VALBREDA ST
MIS
SIO
ND
R
W NEILSON ST
AT
MO
RE
AV
BA
YW
OO
DD
R
VIA TESSERA
NA
FF
AA
V
W 230TH ST
KIN
AR
DA
V
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MIL
LP
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TA
V
PO
NT
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AV
CA
RO
LD
AL
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V
DA
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V
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OR
DA
V
FAIRHAVENST
BA
DE
AU
AV
ME
HD
EN
AV
AC
KM
AR
AV
W 229TH ST
FO
LE
YA
VGOLD DUST LN
CIV
ICP
LA
ZA
DR
W 231ST ST
KIDDIE LN N
W 235TH PL
STAGECOACH LNW 232ND ST
W236TH CT
SC
OL
ON
YP
AR
KD
RS
IDA
BE
LP
L
APACHE LN
HICKOCK LN
PO
RT
OLA
WY
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IRONWOOD LN
HORSESHOE LN
MO
NE
TA
AV
SAN
DIE
GO
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Y
DE
LF
OR
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V
*****
RO
NA
NA
V
E 232ND ST
W 229TH ST
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
BACH ST
SF
IGU
ER
OA
ST
*****
*****
E 218TH ST
****
*
****
*
*****
LINCOLN ST
SM
AIN
ST
****
*
LINCOLN ST
OR
CH
AR
DA
V
GU
LF
AV
BACH ST
*****
W 231ST ST
KIN
AR
DA
V
W 231ST ST
****
*
E 216TH ST
CA
TS
KIL
LA
V
****
*
****
*
E 229TH PL
ME
HD
EN
AV
ABILA ST
W 230TH STA
NC
HO
RA
V
*****
E 215TH PL
FR
IES
AV
EN
OL
AA
V
****
*
*****
****
*
* ***
*
E 230TH ST
MO
NE
TA
AV
W 230TH ST
*****
E 238TH ST
BO
LS
AA
V
****
*
*****
*****
ABRI ST
W 226TH ST
SM
AI N
ST
****
*
UP RR
E 229TH ST
*****
E 236TH ST
E 218TH ST
FO
LE
YA
V
AR
CH
IBA
LD
AV
LO
ST
INE
AV
*****
****
*
CA
RO
LD
AL
EA
V
*****
*****
E 236TH ST
LE
GE
ND
AV
*****
****
*
E 231ST ST
AR
CH
IBA
LD
AV
E 220TH ST
*****
*****
RA
VE
NN
AA
V
W 224TH PL
****
*
CA
RO
LD
AL
EA
V S-1760S-1705
S-1761
S-1706
Legend
SMD Sanitary Sewers
QMR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
APRIL 2013
0 460 920 1,380 1,840
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
QUICK
MAINTENANCE
RATING
(QMR)
Item No. QMR START MH END MH STREET OBSERVATION PERCENT CAPACITY: LOCATION
1 5141 1705-0736 1705-TRNK EASEMENT Camera under water due to trunk (40% - 80%): 125' - end MH
2 5141 1705-0753 1705-0714 DOLORES ST Camera under water (80%): 220' - 225'
3 5131 1705-0625 1705-0624 RAVENNA AV Sag due to root (30%): 210' - 250'
4 4A22 1760-0493 1760-0604 EDGAR ST Camera under water (30% - 60%): 120' - end MH
5 4721 1705-0036 1705-0037 FIGUEROA ST Camera under water (30% - 60%): 178' - 240'
6 452A 1705-0919 1705-TRNK 220TH ST Camera under water and sag due to trunk (30% - 60%): start MH - 40'; (30%): 65' - 110'
7 4421 1760-0405 1760-0406 EASEMENT Camera under water (50% - 80%): 120' - 130'
8 4222 1705-0892 1705-0891 219TH ST Sag (30% - 60%): 50' - end MH
9 4222 1760-0517 1760-0515 WATSON CENTER DR Sag (30% - 80%): 275' - end MH
10 4221 1705-0034 1705-0035 218TH PL Camera under water (30% - 60%): 172' - end MH
11 4132 1760-0457 1760-0456 EDGAR ST Sag (40% - 60%): 80' - 120'
12 4122 1705-0424 1705-0989 MARGARET ST Camera under water (50%): 105' - 110'
13 4122 1705-0790 1705-0791 213TH ST Camera under water (30% - 60%): 315' - end MH
14 4122 1760-0395 1760-0397 AVALON BV Camera under water (30% - 60%): 220' - 335'
15 4121 1705-0818 1705-TRNK MAIN ST Camera under water due to trunk (40% - 80%): 74' - end MH
16 4121 1761-0205 1761-0207 230TH ST Sag (25% - 60%): 330' - end MH
17 3222 1705-0739 1705-0740 JAVELIN ST Sag (30% - 50%): 110' - 120'
18 3122 1705-0774 1705-0773 ORRICK AV Sag (30% - 80%): 265' - end MH
19 3121 1705-0417 1705-0864 CARSON ST Sag (30%): 25' - 45'
20 3121 1705-0504 1705-0970 223RD ST Sag (30%): 175' - end MH
21 3121 1705-0788 1705-0787 213TH ST Sag (50% - 80%): 153' - end MH
22 3121 1760-0574 1760-0232 BONITA ST Sag (30% - 60%): 95' - end MH
23 3121 1761-0293 1761-WEST PRIVATE RD Sag (30%): 15' - 28'
24 3100 1705-0864 1705-0863 MONETA AV Water mark
25 3100 1705-0911 1705-0910 220TH ST Sag (30%): start MH - 10'
26 3100 1760-0008 1760-0007 WILMINGTON AV Water mark
27 3100 1760-0452 1760-0599 220TH ST Water mark
ENCLOSURE 2
HIGH WATER LEVELS
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
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35
37
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34
207
515
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457
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Carson
Unincorporated
Los Angeles UnincorporatedUnincorporated
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AV
AL
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VD
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SV
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MO
NT
AV
SF
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V
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W 223RD ST
MO
NE
TA
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HA
RB
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RA
NS
ITW
Y
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E 220TH ST
W CARSON ST
BO
NIT
AS
T
MA
RT
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T
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CA
TS
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E 228TH ST
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RS
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HA
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OR
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GE
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IVY TER
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TH
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V
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AT
MO
RE
AV
VIA TESSERA
CA
RO
LD
AL
EA
V
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OA
KF
OR
TA
V
W BARON ST
W 230TH ST
W 229TH PL
CR
AIG
CT
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AR
DA
V
W SHADWELL ST
E HADLER ST
PO
NT
INE
AV
RO
NA
NA
V
DA
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NA
V
232ND ST
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FR
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TE
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DE
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OR
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V
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DE
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LS
AS
T
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ST
W 229TH ST
FO
LE
YA
V
GREENHEDGE ST
CIV
ICP
LA
ZA
DR
CA
RO
NC
IR
E 211TH ST
W 231ST ST
ADOMAR ST
E GENEVIEVE ST
KA
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RC
IR
W 232ND ST
BRADRICK DR
BO
NIT
AA
V
LAUDER ST
E CLARION DR
W236TH CT
JUD
ITH
PL
RAYLAND DR
CACTUS LN
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EXIT
34
*****
E 230TH ST
****
*
E 231ST ST
UP
RR
AR
CH
IBA
LD
AV
ME
YL
ER
ST
VA
ND
EE
NE
AV
*****
E 215TH ST
UP RR
W DESFORD ST
****
*
AN
NA
LE
EA
V
226TH ST
W 225TH ST
E 220TH ST
****
*
*****
E DOMINGUEZ ST
ABILA ST
ABRI ST
AN
CH
OR
AV
*****
*****
*****
*****
W 212TH ST
E 214TH ST
GIAN DR
*****
*****
ABBOTTSON ST
E 223RD ST
****
*
* * ** *
AT
MO
RE
AV
SAN
DIE
GO
FRW
Y
****
*
E 230TH ST
W 214TH ST
*****
W 224TH PL
232ND ST
*****
*****
*****
****
*
*****
E 218TH ST
*****
E 219TH ST
ME
HD
EN
AV
*****
MA
RI P
OS
AA
V
*****
*****
FRANCISCO ST
E 215TH ST
W 213TH ST
*****
****
*
E 222ND ST
HA
NS
OM
AV
E 222ND ST
E JOEL ST
*****
UP
RR
KIN
AR
DA
V
*****
*****
W 222ND ST
BO
LS
AA
V
SE
LW
YN
AV
*****
RA
VE
NN
AA
VN
EP
TU
NE
AV
HELMICK ST
*****
OR
CH
AR
DA
V
GIAN DR
*****
****
*
FRANCISCO ST
E 236TH ST
W DEL AMO BLVD
SF
I GU
ER
OA
ST
* ***
*
****
*
KI N
AR
DA
V
*****
GU
LF
AV
****
*
E 233RD ST
NIC
OL
LE
AV
BACH ST
*****
W FIAT ST
*****
E 219TH ST
UP
RR
BE
RE
ND
OA
V
*****
*** *
*
E 214TH ST
*** *
*
W CLARION DR
FERNROCK ST
UP
RR
E JOEL ST
E 216TH ST
* ** *
*
****
*
BO
LS
AS
T
UP RR
GU
LF
AV
*****
W 219TH ST
E 229TH PL
OR
RIC
KA
V
E 236TH ST
GULF AV
SB
ER
EN
DO
AV
E 214TH ST
****
*
RA
VE
NN
AA
V
** ***
226TH ST
SM
AIN
ST
UP
RR
AL
VO
AV
*****
CA
RO
LD
AL
EA
V
E2
29T
HS
T
*****
E 232ND ST
ISL
AN
DA
V
W 220TH ST
BR
OA
DW
EL
LA
V
****
*
****
*
*****
DIMONDALE DR
RA
VE
NN
AA
V
*****
ABBOTTSON ST
****
*
****
*
E 212TH ST
AM
AN
TH
AA
V
****
*
UP
RR
E 218TH ST
*****
*** *
*
W 212TH ST
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
****
*
*****
ME
NL
OA
V
E 222ND ST
*****
* ** *
*
*****
ABILA ST
RO
NA
NA
V
S-1760S-1705
S-1759S-1704
S-1761
S-1706
S-1815
S-1814
S-1816
Legend
High Water Level
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
APRIL 2013
0 670 1,340 2,010 2,680
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
HIGH WATER LEVEL
ITEM NO. QMR START MH END MH STREET OBSERVATION PROPOSED CORRECTIVE METHODLENGTH OF
REPAIR (FT)
1 4121 1760-0546 1760-0545 PERRY ST Infiltration runner: 103' Lining: MH to MH 227
2 3122 1760-0215 1760-0565 213TH ST Infiltration runner: 111' Infiltration is minimal. No action needed.
TOTAL 227
ENCLOSURE 2
INFILTRATION
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
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S-1760S-1705
S-1759S-1704
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Legend
Infiltration
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
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SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
APRIL 2013
0 440 880 1,320 1,760
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
INFILTRATION
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
{Date}
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
Dear Property Owner:
SEWER LATERAL ROOT INTRUSION
As the agency responsible for the maintenance of the sanitary sewer system in yourarea, the County of Los Angeles Consolidated Sewer Maintenance District (District) isproviding you with this courtesy notice informing you that the sewer lateral serving theproperty located at XXXX, requires maintenance per County Code 20.24.080Maintenance of Sewer Laterals.
“All house laterals, industrial connection sewers, septic tank outlet connectionsto STEP system, and appurtenances thereto existing as of January 23, 1953, orthereafter constructed, shall be maintained by the owner of the property served ina safe and sanitary condition, and all devices or safeguards which are required bythis Division 2 for the operation thereof shall be maintained in good workingorder.”
Using closed-circuit television (CCTV) camera technology, the District recently televisedthe sanitary sewer mainline and discovered the presence of roots in your sewer lateralconnection. The intrusion of the roots from your lateral may block the flow of sewage inthe mainline sewer causing a sanitary sewer overflow upstream of your property.
Since the CCTV inspection, the sewer mainline has been cleaned and blockages fromroot growth have been removed; however, the root blockage in your sewer lateral is stillpresent. As the property owner, you are responsible for the entire length of the sewerlateral, which includes the portion that extends beyond the property line into the publicright of way. We request that you contact a qualified plumbing contractor to serviceyour sewer lateral within 90 days to remove roots and any other obstructions that maycause a sewage backup.
SAMPLE
Prior to your plumbing contractor servicing your lateral, please notify the District’s sewermaintenance yard in your area at (XXX) XXX-XXXX to arrange for authorization toaccess the downstream manhole.
During your lateral service, your plumbing contractor must protect the District’s sewermainlines from dislodged roots and other debris by utilizing catcher baskets at themanhole downstream from your lateral connection.
After your lateral has been serviced, please notify 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 thepresence of the root blockage. Also enclosed are some literature on ways of minimizingsewer overflows and damage to your home.
Thank you for helping the Department of Public Works keep the public’s sewers cleanand in good working order.
Very truly yours,
GAIL FARBERDirector of Public Works
RAJESH PATELAssistant Deputy DirectorSewer Maintenance Division
XXXX
Enc. SAMPLE
XXXXRoots at Lateral Connection
SAMPLE
Minimizing Sewer Overflows and Damage to Your Home
The sewer system within the County of Los Angeles Consolidated Sewer MaintenanceDistrict (District) is comprised of a series of underground pipes. Many are 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 easementat the rear of your home). The laterals are typically four inches in diameter while theDistrict’s mainline is typically at least eight inches in diameter. The private property owneris responsible for the entire length of the lateral, which includes the portion that may belocated 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 tominimize these, the District provides continual maintenance services for the public sewermainlines.
Unfortunately, sewer laterals are often not maintained by private property owners until adisaster strikes. “Out of sight, out of mind” is a typical approach to sewer lateralmaintenance and operation by many. It is our hope that we can provide you various meansof 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 replacement2. Do not place improper items into the sewer or make improper connections to the
sewera. 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 eventuallycause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
SEWER LATERALS – AREAS OF RESPONSIBILITY
Homeowner is responsible for lateralmaintenance up to the sewer
mainline.
OR
Sewer Easement
Property Boundary
Sewer Lateral Sewer LateralHomeowner’s Responsibility Homeowner’s Responsibility
District’s Responsibility District’s Responsibility
Foot Path Foot PathStreet
Sewer Mainline Sewer Mainline
SAMPLE
ENCLOSURE 3:
Quick Structural Rating ReportPriority List
Quick Structural Rating Map Rehabilitation Projects Map
No. QSR Start MH End MH Street Observation: Location Proposed Corrective MethodLength of
Repair (FT)
1 5323 1705-0966A 1705-0967 220TH ST Hole: 182'; broken (concrete patch): 183'; fractures: 213' Structural integrity in tact. No action needed.
2 5241 1705-0039 1705-0038 FIGUEROA ST Broken: 2', 191', 197' Lining: MH to MH 198
3 5241 1705-0668 1705-0669 219TH ST Broken: 289'; hole: 81'; fracture: 85' Point Repair: 289'
4 5142 1760-0340 1760-0342 AVALON BV Fracture: 2'; broken/fractures: 47' - 52' Point Repair
5 5141 1705-0504 1705-0970 223RD ST Hole with visible soil: 197'; fractures: 190' - 199' Lining: MH to MH 206
6 5141 1705-0765 1705-0764 CARSON ST Broken: 98' - 103', 139'; fractures: 4', 8', 11', 14', 53', 77', 95' Emergency Point Repair and Lining (completed: 11/19/2010)
7 5141 1705-0766 1705-0765 CARSON ST Broken: 133', 281'; fractures and cracks: multiple locations Lining: MH to MH 326
8 5133 1760-0338 1760-0341 AVALON BV Fracture: 6'; broken: 195' Structural integrity in tact. No action needed.
9 5131 1705-0765A 1705-0764 CARSON ST Fracture: 22', 25', 28', 52', 76'; fracture multiple: 46'; hole void visible: 91'
Reverse: fracture: 12', 46'; fracture multiple: 21'; hole void visible: 74'
Emergency Lining (completed: 11/19/2010)
10 5113 1760-0466 1760-0451 EASEMENT Hole: 75' Structural integrity in tact. No action needed.
11 5111 1705-0867 1705-0866 CARSON ST Hole (repair patch): 39' Structural integrity in tact. No action needed.
12 5100 1704-0120 1704-0121 TORRANCE BV Hole void visible: 9' Structural integrity in tact. No action needed.
13 5100 1705-0846 1705-TRNK MAIN ST Hole soil visible: 46' due to utility break-in; Reverse: hole soil visible: 9' Point Repair (completed: 11/29/2012)
14 5100 1705-1015 1705-1016 PRIVATE RD Hole (liner failure): 82' Structural integrity in tact. No action needed.
15 5100 1760-0215 1760-0565 213TH ST Hole void visible with infiltration: 113' Structural integrity in tact. No action needed.
16 5100 1760-0606 1760-0232 PRIVATE RD Hole: 191' Structural integrity in tact. No action needed.
17 443B 1705-0689 1705-0690 DOUBLE ST Fracture: 5', 226', 269'; fracture multiple: 56', 112', 169', 215', 256', 283' Lining: MH to MH 305
18 433G 1705-0779 1705-0780 ALLEY Fractures (multiple): 93', 96'; fracture: 19', 40', 58', 108', 132', 137', 216', 230', 232', 280' Lining: MH to MH 332
19 4334 1704-0136 1705-TRNK MARGARET ST Fractures: 62', 132', 168', 178'; broken: 226', 339' Lining: MH to MH 340
20 4334 1760-0320 1760-0321 ISLAND AV Fracture: 39'; fractures: 120' - 123'; cr acks Lining: MH to MH 209
21 4239 1705-0890 1705-0891 RASHDALL AV Fracture: 108', 111', 180', 212', 233', 236', 240', 260', 266'; fracture multiple: 196' - 200' Lining: MH to MH 270
22 4236 1704-0128 1704-0130 GENEVIEVE ST Fractures: 2', 222'; cracks: multiple locations Lining: MH to MH 226
23 4221 1705-0971 1705-0803 SHEARER AV Fractures: 34', 219'; fracture: 146' Lining: MH to MH 260
24 413I 1705-0805 1705-TRNK SHEARER AV Broken: 138'; fractures: 132', 140', 196'; fracture/cracks: 2', 79', 98', 102', 105', 111', 129', 135', 153',
172', 202'
Lining: MH to MH 343
25 413H 1705-0762 1705-0683 CARSON ST Fracture: 71', 161'; fractures: 257' Structural integrity in tact. No action needed.
26 413F 1705-0658 1705-0388 RAVENNA AV Fractures: 54', 88', 115', 136', 142', 157', 211' Lining: MH to MH 217
27 413D 1705-0804 1705-0805 SHEARER AV Fractures: 143', 336'; fracture: 13', 63', 102', 209', 259', 294'; cracks Lining: MH to MH 349
28 413C 1705-0498 1705-0499 CATSKILL AV Fractures: 11', 42', 131', 137', 141', 157' Lining: MH to MH 350
29 413A 1705-0690 1705-0691 DOUBLE ST Fractures: 32', 54', 57', 111', 137', 164', 212', 245', 247', 259'; cracks Lining: MH to MH 266
30 4139 1705-0780 1705-0781 ALLEY Broken: 283' - 285': Fractures: 4', 38', 72', 215', 239', 264', 271', 274' Lining: MH to MH 294
31 4137 1705-1061 1705-0688 DOUBLE ST Fractures: 70'; fracture: 116', 123', 153' Structural integrity in tact. No action needed.
32 4137 1760-0289 1760-0290 MARINE AV Fractures: 25', 52', 81', 127', 170', 196', 225'; cracks Lining: MH to MH 245
33 4135 1705-0497 1705-0498 CATSKILL AV Fracture: 156', 177', 216', 241', 245'; fracture multiple: 275', 287' Lining: MH to MH 350
34 4131 1705-0859 1705-0860 214TH ST Fracture: 134'; broken: 248' Structural integrity in tact. No action needed.
35 4131 1705-0967A 1705-0968 220TH ST Fracture: 16'; broken: 53' Lining: MH to MH 127
36 4131 1705-0969 1705-0649 220TH ST Fracture: 50', 123', 181', 277'; fractures: 262' Lining: MH to MH 310
37 4131 1705-0971 1705-0804 SHEARER AV Fracture: 52'; fractures: 194' Lining: MH to MH 270
38 4131 1760-0355 1760-0356 AVALON BV Broken/fracture: 201' Structural integrity in tact. No action needed.
39 4121 1705-0041 1705-0042 FIGUEROA ST Broken: 306' Structural integrity in tact. No action needed.
40 4121 1705-0493 1705-0492 MARBELLA AV Fractures: 3'; fracture: 242' Structural integrity in tact. No action needed.
41 4121 1705-0818 1705-TRNK MAIN ST Hole: 44': fracture: 10' Lining: MH to MH 80
42 4121 1705-1046 1705-0813 BOLSA ST Fractures: 112' Structural integrity in tact. No action needed.
43 4111 1760-0215 1760-0214 213TH ST Fractures: 41' Structural integrity in tact. No action needed.
44 4100 1704-0121 1704-TRNK TORRANCE BV Fractures: 6' Lining: MH to MH 11
45 4100 1705-0419 1705-0418 PRIVATE RD Fracture: 303' Structural integrity in tact. No action needed.
46 4100 1705-0793 1705-0794 213TH ST Fractures: 288' (no lateral upstream of break and terminal MH) Structural integrity in tact. No action needed.
47 4100 1705-0919 1705-1038 220TH ST Fractures: 34' Structural integrity in tact. No action needed.
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0910D)as of 01/31/2011
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S-1759
S-1704
S-1760
S-1705
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
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!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 3
APRIL 2013
0 420 840 1,260 1,680
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
QUICK
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783846
778
889
881
390
918
884
392
920
893
934
927
931
852
869
863
915
896
914913
947
192
201202
643
503504
214
563620
619
550
626
638
465
466
604
460
580
608610
448
594
508
527
516
419414
407
519
293
183
388
616
334
646
649
652
315
316
692
377
629
627
657
631
507
486
319
473
485
725
702
712
422
650
672
673
649969
508
638404
501
500
492497
751792
779
772
671
961
955
857
787
767870
882891
389
940
850
823
832836
902
903
897
945
415
188
213
198
226
207
204205
618
623
545635
467
640
462463
453
484
495
510
238
558
606
609
596
431
439
529530
202
575
421
420410
426
405
403
393389387
368
390
341
359
617615
653
303648
349
328
300
302309
308
290
378
706
690
388
628
626
625
970
480
503
724
697
710
699
755
683
674
662
651
664
648
636
640
642
965
405
502
490
489
758
771
670
957
953
958
616
937
817820
933
862
837
905
901
866867
907
946
419
421
930
949
190
193
565
477
221
561
548
624
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634
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482
500
471
488
492
487
592
506
210
232
576
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438
429
526
517
220
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182
373375
363
364
365
343
357
345
304
235
351
253
352
306
384
693
691
705
695
654
354
630
506
634
635
504
479
487
475
701700
754
660
685
669
641
493
750
759
780
761
765
954
952
951936
784
816821
768
879
886
916
935
860
861
859
838
864
899
908
189
194
227
212
215
249
483
277
208
547
559
553557
637632
468
481489
499507
513
574
233
627
440
514
204
218225
571
416
404
520
294
392
371
372
366
342340
361
333
336
650
305
350
234231
611
297
310
295
312
694
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632
252
478
481
320926
689
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659
676682
756
663
637
643
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794
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777775
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963
803
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854
873
872871
875883
885880
921
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417865413
910
950924
414
412
997
187
197
248
478
622
621
549552
631
599
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473493
454
459
581494
205
223
633
445
595
444442
528
522
523
203
219
570
417
428
422
437406
201
344
337
236
651
331
299
301314
704703
655
633
307
324488
474
482
688
681677675
665
667
668
639
499
791
773
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191
196
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206
217
286479
476
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474472
469
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222
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184
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382381
374376
358360
335
332
288
293
313
679
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713714
684
652
644
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959
781
874888
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858
898
418
904
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411
1040
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1008
1013
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1022
10381059
1091
1106
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1018
1105
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106510031002
1016
1024
1070
1023
1051
1063
1021
1061
1135
1054
1042
1064
1136
1069
10411066
Carson
Unincorporated
SM
AIN
ST
E 213TH ST
E 223RD ST
E CARSON ST
DO
LO
RE
SS
T
AV
AL
ON
BL
VD
E 220TH ST
GR
AC
EA
V
SF
IGU
ER
OA
ST
WIL
MIN
GTO
NAV
E SEPULVEDA BLVD
MO
NE
TA
AV
UP
RR
BO
NIT
AS
T
SAN
DIE
GO
FRW
Y
*****
CA
TS
KIL
LA
V
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
W 228TH ST
E 230TH ST
E 228TH ST
VE
RA
ST
W 223RD ST
MA
RT
INS
T
W 234TH ST
E 233RD ST
BA
NN
ING
BL
VD
PA
NA
MA
AV
E 238TH PL
E 236TH ST
E 215TH PL
W 234TH PL
ED
GA
RS
T
W 235TH ST
W SEPULVEDA BLVD
E 237TH ST
W 232ND PL
E 231ST ST
E 238TH ST
LU
CE
RN
ES
T
ME
NL
OA
V
AN
CH
OR
AV
LINCOLN ST
PACIFIC ST
ISL
AN
DA
V
E 229TH PL
E 229TH ST
FR
IES
AV
AC
AR
US
AV
PE
RR
YS
T
CA
ME
LB
AC
KA
V
SE
RR
AD
R
CARRIAGEDALE DR
NE
PT
UN
EA
V
RA
VE
NN
AA
V
W 226TH PL
RO
NA
NA
V
W 224TH ST
W 225TH ST
W 233RD ST
UT
ILIT
YW
Y
MA
RIB
EL
AV
W 226TH ST
GU
LF
AV
W 224TH PL
WE
ISE
RA
V
BO
LS
AA
V
FIG
UE
RO
AS
T
E 218TH ST
E 235TH ST
PISMO DR
I-11
0S
EX
IT7
A
WA
TE
RS
T
E 232ND ST
ABRI ST
E 227TH ST
GINA DR
E 215TH ST
KIDDIE LN S
LE
GE
ND
AV
I-1
10
NE
XIT
7
OR
RIC
KA
V
LO
ST
INE
AV
I-11
0S
EX
IT7
B
E 216TH ST
RA
SH
DA
LL
AV
CALIFON ST
HA
NS
OM
AV
I-11
0S
EX
IT5
ABILA ST
AR
CH
I BA
LD
AV
JOD
YL
N
CAMBRIA DR
I-110
NE
XIT
5
NIC
OL
LE
AV
E 234TH ST
SC
OT
TS
DA
LE
DR
S
BACH ST
EN
OL
AA
V
E 234TH PL
E 232ND PL
BR
OA
DS
T
I-405 S EXIT 33B
SC
OT
TS
DA
LE
DR
N
SH
ELL
DR
OR
CH
AR
DA
VALBREDA ST
MIS
SIO
ND
R
W NEILSON ST
AT
MO
RE
AV
BA
YW
OO
DD
R
VIA TESSERA
NA
FF
AA
V
W 230TH ST
KIN
AR
DA
V
W SHADWELL ST
MIL
LP
OIN
TA
V
PO
NT
I NE
AV
CA
RO
LD
AL
EA
V
DA
BLO
NA
V
FR
I GA
TE
AV
DE
LF
OR
DA
V
FAIRHAVENST
BA
DE
AU
AV
ME
HD
EN
AV
AC
KM
AR
AV
W 229TH ST
FO
LE
YA
VGOLD DUST LN
CIV
ICP
LA
ZA
DR
W 231ST ST
KIDDIE LN N
W 235TH PL
STAGECOACH LNW 232ND ST
W236TH CT
SC
OL
ON
YP
AR
KD
RS
IDA
BE
LP
L
APACHE LN
HICKOCK LN
PO
RT
OLA
WY
GALAVAN ST
MARTINSHIRE ST
ATHENA PL
IRONWOOD LN
HORSESHOE LN
MO
NE
TA
AV
SAN
DIE
GO
FRW
Y
DE
LF
OR
DA
V
*****
RO
NA
NA
V
E 232ND ST
W 229TH ST
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
BACH ST
SF
IGU
ER
OA
ST
*****
*****
E 218TH ST
****
*
****
*
*****
LINCOLN ST
SM
AIN
ST
****
*
LINCOLN ST
OR
CH
AR
DA
V
GU
LF
AV
BACH ST
*****
W 231ST ST
KIN
AR
DA
V
W 231ST ST
****
*
E 216TH ST
CA
TS
KIL
LA
V
****
*
****
*
E 229TH PL
ME
HD
EN
AV
ABILA ST
W 230TH STA
NC
HO
RA
V
*****
E 215TH PL
FR
IES
AV
EN
OL
AA
V
****
*
*****
****
*
* ***
*
E 230TH ST
MO
NE
TA
AV
W 230TH ST
*****
E 238TH ST
BO
LS
AA
V
****
*
*****
*****
ABRI ST
W 226TH ST
SM
AI N
ST
****
*
UP RR
E 229TH ST
*****
E 236TH ST
E 218TH ST
FO
LE
YA
V
AR
CH
IBA
LD
AV
LO
ST
INE
AV
*****
****
*
CA
RO
LD
AL
EA
V
*****
*****
E 236TH ST
LE
GE
ND
AV
*****
****
*
E 231ST ST
AR
CH
IBA
LD
AV
E 220TH ST
*****
*****
RA
VE
NN
AA
V
W 224TH PL
****
*
CA
RO
LD
AL
EA
V S-1760S-1705
S-1761
S-1706
Legend
SMD Sanitary Sewers
QSR
1: MINOR
2: MINOR TO MODERATE
3: MODERATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 3
APRIL 2013
0 460 920 1,380 1,840
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
QUICK
STRUCTURAL
RATING
(QSR)
ÍP
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545
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38
764
130
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669
780
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340
658
320
689
128
121
803
668
499
766
967
818
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321
498
968
804
781
Carson
Unincorporated
SM
AIN
ST
E 213TH ST
E 223RD ST
E 220TH ST
GR
AC
EA
V
AV
AL
ON
BL
VD
E CARSON ST
UP RR
SF
IGU
ER
OA
ST
DO
LO
RE
SS
T
MO
NE
TA
AV
SAN
DIE
GO
FRW
Y
BO
NIT
AS
TW 228TH ST
*****
W 223RD ST
E 228TH ST
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
VE
RA
ST
W CARSON ST
WATSONCENTER RD
W 220TH ST
SH
EA
RE
RA
V
TA
NK
FA
RM
RD
W 214TH ST
E JAY ST
ED
GA
RS
T
CH
ICO
ST
ME
NL
OA
V
E DOMINGUEZ ST
DOUBLE ST
LU
CE
RN
ES
T
CA
TS
KIL
LA
V
MA
RIN
EA
V
E 224TH ST
W TORRANCE BLVD
AN
CH
OR
AV
ISL
AN
DA
V
FR
IES
AV
AC
AR
US
AV
W 222ND ST
PE
RR
YS
TA
NN
AL
EE
AV
REC
REATIO
NR
D
BE
LS
HA
WA
V
NE
PT
UN
EA
V
E 219TH ST
RA
VE
NN
AA
V
MA
RG
AR
ET
ST
E 222ND ST
W 226TH PL
JAM
ISO
NA
V
E 221ST ST
NE
WK
IRK
AV
E DESFORD ST
MA
RB
EL
LA
AV
LE
AP
WO
OD
AV
DOMINGUEZ ST
W 224TH ST
W 225TH ST
CL
UF
FS
T E RENTON ST
E 214TH ST
W 226TH ST
W CLARION DR
W 224TH PL
WE
ISE
RA
V
VA
ND
EE
NE
AV
AL
VA
RP
L
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PISMO DR
I-1
10
SE
XIT
7A
W 219TH ST
E 218TH PL
LY
NT
ON
AV
W 215TH ST
I-405N
EX
IT35
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GINA DR
GU
LF
AV
E 215TH ST
I-11
0N
EX
IT7
OR
RIC
KA
V
I-1
10
SE
XIT
7B
HA
MIL
TO
NA
V
E 216TH ST
RA
SH
DA
LL
AVW FIAT ST
W 212TH ST
W 218TH ST
SE
LW
YN
AV
HA
NS
OM
AV
DOVLEN PL
E SWOPE ST E JOEL ST
JOD
YL
N
GIAN DR
NIC
OL
LE
AV
PALM CT
CARSON TOWN CTR
I-110
NE
XIT
8
I-4
05
SE
XIT
35
W 213TH PL
UT
ILIT
YW
Y
GA
RS
TO
NA
V
W 209TH ST
E TORRANCE BLVD
CO
NR
AD
IA
V
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TRO
YTO
NLN SUSAN DR
E SPICER ST
E JAVELIN ST
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CIV
ICC
EN
TE
RD
R
CLARION DR
OR
CH
AR
DA
V
JAVELIN ST
E 212TH ST
W 213TH ST
AR
CH
IBA
LD
AV
W NEILSON ST
HA
RB
OR
RID
GE
LN
VIA TESSERA
TH
OM
AS
DR
CA
RO
LD
AL
EA
V
W 219TH PL
CR
AIG
CT
KIN
AR
DA
V
W SHADWELL ST
W JAY ST
E HADLER ST
E 229TH ST
BR
AN
DI
CT
W DESFORD ST
DA
BLO
NA
V
ANNALEE LN
AC
KM
AR
AV
FIE
SE
LA
V
E 215TH PL
BO
LS
AS
T
RO
NA
NA
V
BEDMAR ST
FO
LE
YA
V
GREENHEDGE ST
CIV
ICP
LA
ZA
DR
E 211TH ST
BO
LS
AA
V
ADOMAR ST
GARDNER ST
I-4
05
SE
XIT
34
226TH ST
BRADRICK DR
BO
NIT
AA
V
LAUDER ST
E CLARION DR
JUD
ITH
PL
EN
OL
AA
V
I-405N
EXIT
34W 216TH ST
E 224TH PL
E 226TH PL
ISA
BE
LL
EP
L
ATHENA PL
PE
RA
LT
AD
R
227TH PL
E DESFORD ST
W 226TH ST
NIC
OLLE
AV
NE
PT
UN
EA
V
E 222ND ST
*****
*****
CA
RO
LD
AL
EA
V
W 219TH ST
*****
WE
ISE
RA
V
E 211TH ST
CA
TS
KIL
LA
V
*****
****
*
*****
*****
*****
E RENTON ST
E 212TH ST
W 214TH ST ISL
AN
DA
V
E 219TH ST
*****
E 222ND ST
JAVELIN ST
E JAY ST
W 219TH ST
W SHADWELL ST
UP
RR
****
*
*****
RA
SH
DA
LL
AV
****
*
E 216TH ST
HA
RB
OR
FR
WY
&T
RA
NS
ITW
Y
ME
NL
OA
V
JAVELIN ST
E CLARION DR
****
*
****
*
BO
LS
AA
V
*****
E 222ND ST
E 214TH ST
*****
GU
LF
AV
E 223RD ST
MA
RB
EL
LA
AV
*****
SAN
DIE
GO
FRW
Y
JAVELIN ST
E JOEL ST
*****
E JOEL ST
****
*
*****
AR
CH
I BA
LD
AV
*****
*****E 219TH ST
VA
ND
EE
NE
AV
KIN
AR
DA
V
CA
TS
KIL
LA
V
W FIAT ST
E 211TH ST
SM
AIN
ST
*****
UP RR
*****
E 222ND ST
E 222ND ST
NIC
OL
LE
AV
****
*
E 223RD ST
*****
E 214TH ST
*****
E 211TH ST
W 212TH ST
E 224TH ST
E 215TH ST
****
*
****
*
RO
NA
NA
V
KIN
AR
DA
V
KIN
AR
DA
V
NE
PT
UN
EA
V
OR
RIC
KA
V
* ** * *
*** *
*
RA
VE
NN
AA
V
*** *
*
E RENTON ST
MA
RB
EL
LA
AV
*****
****
*
W 224TH PL
RA
VE
NN
AA
V
** ***
S-1705
S-1760
S-1704S-1759
S-1706 S-1761
Legend
Lining MH to MH
Point Repair
Point Repair & Lining
SMD Manholes
!U Other
Manhole Type
!( Standard
#* DROP
" ± Shallow
XW Trap
!? Siphon
ÍP SMD Pump Stations
3Q SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 3
MAY 2013
0 420 840 1,260 1,680
Feet
This map is intended only for internal operations of theLos Angeles County Sewer Maintenance Districts.Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced inwhole or part from the Thomas Bros. Maps® digitaldatabase. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O
CARSON
CCTV PROJECT
Y0TV0910D
LINING &
POINT REPAIR
PROJECTS
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::
20100823 Y0TV0910D 1 Dry J SALAS 783 66414
LACDPW CAR 08/23/2010 J Jetting 1705
220TH ST
CAR
C Light Highway
N Not Controlled 1705-0966A
1705-0967
218.09 ft
F Routine Assessment
SS Sanitary
C Circular 8/8
VCP Pipe Length:
NH 1705-966A NOT ON MAP
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 239Upstream Manhole, Survey Begins 1705-0966A NOT ON MAP
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
7.13 00:01:38 240Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
12.70 00:01:55 241Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
16.57 00:02:06 242Tap Break-In Active, at 03 o´clock, 6", within 8 inch: YES
58.23 00:03:19 243Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
63.80 00:03:34 244Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
92.61 00:04:30 245, b S 1Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
103.40 00:05:03 247Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
115.08 00:05:30 248Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
128.76 00:06:04 249, b S 2Crack Longitudinal, at 01 o´clock, within 8 inch: YES
137.77 00:06:33 251, b S 2Crack Longitudinal, at 02 o´clock, within 8 inch: YES
158.05 00:07:14 253Tap Factory Made Active, at 10 o´clock, 4", within 8 inch: YES
163.68 00:07:30 254Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
166.96 00:07:42 255Tap Factory Made Active, at 02 o´clock, 4", within 8 inch: YES
175.45 00:08:04 256Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
182.13 00:08:22 257, b S 5Broken Void Visible, at 03 o´clock, within 8 inch: YES
182.99 00:08:39 259, b S 5Broken Void Visible, at 04 o´clock, within 8 inch: YES
183.36 00:08:54 261, b S 5Broken Void Visible, from 12 to 01 o´clock, within 8 inch: YES
204.53 00:09:45 263, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
1705-0966A
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 #:
20100823 Y0TV0910D 1 Dry J SALAS 783 66414
LACDPW CAR 08/23/2010 J Jetting 1705
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
208.62 00:10:02 265Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
211.38 00:10:12 266Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
212.17 00:10:22 267Tap Break-In Active, at 03 o´clock, 6", within 8 inch: YES
213.03 00:10:30 268, b S 1Crack Circumferential, from 12 to 08 o´clock, within 8 inch: YES
218.09 00:14:50 270Downstream Manhole, Survey Ends 1705-0967
1705-0967
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5323 2200 23 4 27 2.88 2 2.7
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 Y0TV0910D 1 Dry R RUIZ 848 67369
242 LACDPW CAR 08/25/2010 J Jetting 1705
FIGUEROA ST
CAR
A Main Highway - Urban
N Not Controlled 1705-0039
1705-0038
199.52 ft
F Routine Assessment
SS Sanitary
0038/1705-0039/1705
C Circular 8/8
VCP Pipe Length: 242
1:500 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:06 43Downstream Manhole, Survey Begins 1705-0039
2.11 00:00:18 M 2Water Level, 10 % of cross sectional area
2.11 00:00:18 M 2Water Mark, 10 % of cross sectional area
2.11 00:00:42 44, b S 5Broken Soil Visible, from 12 to 05 o´clock, within 8 inch: NO
2.11 00:01:03 46Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
55.30 00:02:18 47Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
106.58 00:03:22 48Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
149.34 00:04:21 49Tap Break-In, at 10 o´clock, 4", within 8 inch: NO
160.78 00:04:48 50Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
160.78 00:04:56 51 S 1Joint Angular Medium
164.79 00:05:09 M 2Water Level, Sag in pipe, 10 % of cross sectional area
191.49 00:05:48 52, b S 4Broken, from 05 to 06 o´clock, within 8 inch: YES
194.40 00:06:08 54Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
197.11 00:06:26 55, b S 4Broken, from 12 to 12 o´clock, within 8 inch: NO
199.52 00:06:58 57Upstream Manhole, Survey Ends 1705-0038
1705-0039
1705-0038
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5142 2300 14 6 20 3.5 2 2.86
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::
20100816 Y0TV0910D 1 Dry J SALAS 414 66669
247 LACDPW CAR 08/16/2010 J Jetting 1705
219TH ST
CAR
C Light Highway
N Not Controlled 1705-0668
1705-0669
298.06 ft
F Routine Assessment
SS Sanitary
0668/1705-0669/1705
C Circular 8/8
VCP Pipe Length: 247
A THE FLOW BROCKEN PIPE
1:750 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 171Downstream Manhole, Survey Begins 1705-0668
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 of cross sectional area
22.03 00:01:47 172, b S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
78.61 00:03:20 174Tap Break-In Active, at 10 o´clock, 4", within 8 inch: YES
81.15 00:03:31 175, b S 5Hole Void Visible, at 09 o´clock, within 8 inch: YES
85.20 00:03:51 177, b S 2Crack Longitudinal, at 02 o´clock, within 8 inch: YES
92.97 00:04:18 179Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
176.76 00:06:50 180Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
225.29 00:08:34 181Tap Break-In Active, at 10 o´clock, 4", within 8 inch: YES
227.46 00:08:43 182Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
260.14 00:09:53 183Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
283.65 00:10:35 184Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
290.04 00:11:00 185, b S 5Broken Void Visible, from 07 to 12 o´clock, within 8 inch: YES
290.04 00:11:12 187, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
293.49 00:11:38 189Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
298.06 00:12:00 190Upstream Manhole, Survey Ends 1705-0669
1705-0668
1705-0669
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5241 2200 19 4 23 3.8 2 3.29
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::
20101104 Y0TV0910D 1 Dry B FUGATE 2840 61550
143 LACDPW CAR 11/04/2010 J Jetting 1760
220TH ST
CAR
A Main Highway - Urban
N Not Controlled 1760-0340
1760-0342
137.31 ft
F Routine Assessment
SS Sanitary
0340/1760-0342/1760
C Circular 8/8
VCP Pipe Length: 143
BROKEN PIPE
1:350 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 2Upstream Manhole, Survey Begins 1760-0340
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
0.49 00:00:32 12, b S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
6.03 00:00:49 14Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
47.13 00:01:52 10, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
48.10 00:02:06 15, b S 5Broken Void Visible, from 12 to 12 o´clock, within 8 inch: YES
51.21 00:02:32 17, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
54.42 00:02:50 19Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
137.31 00:05:15 20Downstream Manhole, Survey Ends 1760-0342
1760-0340
1760-0342
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5142 2200 16 4 20 4 2 3.33
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::
20100827 Y0TV0910D 1 Dry J SALAS 881 66825
224 LACDPW CAR 08/27/2010 J Jetting 1705
223RD ST
CAR
C Light Highway
N Not Controlled 1705-0504
1705-0970
206.16 ft
F Routine Assessment
SS Sanitary
0504/1705-0970/1705
C Circular 8/8
VCP Pipe Length: 224
BROCKE PIPE
1:525 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 172Upstream Manhole, Survey Begins 1705-0504
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
38.12 00:02:18 173Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
88.96 00:03:32 174Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
130.84 00:04:36 175Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
181.15 00:05:55 M 2Water Level, 20 % of cross sectional area
190.19 00:06:13 176, b S 3Crack Multiple, from 08 to 10 o´clock, within 8 inch: YES
193.00 00:06:32 178, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
194.34 00:06:46 M 3Water Level, Sag in pipe, 40 % of cross sectional area
197.25 00:06:55 180, b S 5Hole Soil Visible, from 09 to 02 o´clock, within 8 inch: YES
206.16 00:07:34 182Downstream Manhole, Survey Ends 1705-0970
1705-0504
1705-0970
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 3123 12 9 21 4 2.25 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::
20100930 Y0TV0910D 1 Dry R RUIZ 1913 66593
276 LACDPW CAR 09/30/2010 J Jetting 1705
CARSON ST
CAR
C Light Highway
N Not Controlled 1705-0765
1705-0764
142.15 ft
F Routine Assessment
SS Sanitary
0764/1705-0765/1705
C Circular 8/8
VCP Pipe Length: 276
1:350 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:07 63Upstream Manhole, Survey Begins 1705-0765
0.15 00:00:21 M 2Water Level, 5 % of cross sectional area
0.15 00:00:23 M 2Water Mark, 5 % of cross sectional area
3.50 S1 00:00:34 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
11.90 00:00:58 64Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
88.30 00:03:07 65Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
98.65 00:03:48 66, b S 4Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
137.00 00:05:41 68, b S 5Broken Soil Visible, from 04 to 08 o´clock, within 8 inch: YES
142.15 F1 00:07:37 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
142.15 00:07:39Manhole, Remark: UNCHARTED MANHOLE
142.15 00:07:52 70Downstream Manhole, Survey Ends 1705-0765a
1705-0765
1705-0764
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2200 93 4 97 3.1 2 3.03
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::
20100930 Y0TV0910D 1 Dry R RUIZ 1914 66594
361 LACDPW CAR 09/30/2010 J Jetting 1705
CARSON ST
CAR
C Light Highway
N Not Controlled 1705-0766
1705-0765
326.7 ft
F Routine Assessment
SS Sanitary
0765/1705-0766/1705
C Circular 8/8
VCP Pipe Length: 361
1:800 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:10 47Downstream Manhole, Survey Begins 1705-0766
2.00 00:00:28 M 2Water Level, 5 % of cross sectional area
2.00 00:00:29 M 2Water Mark, 5 % of cross sectional area
3.40 00:00:41 48, b S 3Crack Multiple, from 01 to 08 o´clock, within 8 inch: YES
6.25 S1 00:12:50 50, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
38.10 00:02:24 52Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
89.55 00:04:13 53Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
133.75 00:05:43 54, b S 4Fracture Multiple, from 04 to 09 o´clock, within 8 inch: YES
140.80 00:06:18 56Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
192.60 00:07:47 57Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
242.00 00:09:19 58Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
277.55 00:10:33 59, b S 5Hole Soil Visible, at 07 o´clock, within 8 inch: YES
284.05 00:11:07 61Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
326.10 F1 00:12:29 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
326.70 00:13:12 62Downstream Manhole, Survey Ends 1705-0765
1705-0766
1705-0765
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2200 204 4 208 3.04 2 3.01
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 Y0TV0910D 1 Dry R RUIZ 1475 61548
300 LACDPW CAR 09/10/2010 J Jetting 1760
AVALON BV
CAR
C Light Highway
N Not Controlled 1760-0338
1760-0341
325.24 ft
F Routine Assessment
SS Sanitary
0338/1760-0341/1760
C Circular 8/8
VCP Pipe Length: 300
1:800 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:10Upstream Manhole, Survey Begins 1760-0338
0.00 00:00:16 M 2Water Level, 5 % of cross sectional area
0.00 00:00:21 M 2Water Mark, 5 % of cross sectional area
6.21 00:00:49 8, b S 1Crack Circumferential, from 02 to 05 o´clock, within 8 inch: YES
7.31 00:01:13 10Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO
45.09 00:02:32 11, b S 1Crack Circumferential, from 01 to 06 o´clock, within 8 inch: YES
49.40 00:03:04 13Tap Factory Made Capped, at 02 o´clock, 4", within 8 inch: NO
88.27 00:04:19 14Tap Break-In, at 02 o´clock, 4", within 8 inch: NO
92.48 00:04:38 15, b S 3Crack Multiple, from 10 to 05 o´clock, within 8 inch: YES
116.53 00:05:47 17, b S 3Crack Multiple, from 10 to 04 o´clock, within 8 inch: YES
148.39 00:07:10 19Tap Factory Made Capped, at 02 o´clock, 4", within 8 inch: NO
195.78 00:09:11 20, b S 5Broken, at 12 o´clock, within 8 inch: YES
195.78 00:09:18 22, b S 3Crack Multiple, from 09 to 05 o´clock, within 8 inch: YES
198.09 00:10:06 24, b S 2Crack Longitudinal, at 10 o´clock, within 8 inch: YES
202.60 00:10:48 26Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO
253.20 00:15:42 27Tap Factory Made Capped, at 02 o´clock, 4", within 8 inch: NO
325.24 00:26:38 28Downstream Manhole, Survey Ends 1760-0341
1760-0338
1760-0341
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5133 2200 18 4 22 2.57 2 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::
20100930 Y0TV0910D 1 Dry R RUIZ 1919
276 LACDPW CAR J Jetting
CARSON ST
CAR
C Light Highway
N Not Controlled 1705-0765A
1705-0764
91.03 ft
F Routine Assessment
SS Sanitary
C Circular 8/8
VCP Pipe Length: 276
1:225 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 12Upstream Manhole, Survey Begins 1705-0765A
0.00 M 2Water Level, (5%) of cross sectional area
0.00 M 2Water Mark, (5%) of cross sectional area
13.10 13 S 3Crack Multiple, from 07 to 04 o´clock, within 8 inch: YES
14.09 14Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
91.03 15 S 5Hole Void Visible, from 07 to 09 o´clock, within 8 inch: YES
91.03 Survey Abandoned, (describe) CAMERA LOST DOWN HOLE IN PIPE
1705-0765A
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 2200 8 4 12 4 2 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::
20100930 Y0TV0910D 1 Dry J SALAS 1920
LACDPW 09/30/2010 H Heavy Cleaning
CARSON ST
ZLAS
B Main Highway - Suburban/Rural
N Not Controlled 1705-0764
1705-0765A
74.73 ft
F Routine Assessment
SS Sanitary
C Circular 8/8
VCP Pipe Length:
AGAINST THE FLOW
1:200 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 16Downstream Manhole, Survey Begins 1705-0764
0.00 M 2Water Level, 15 % of cross sectional area
0.00 M 2Water Mark, 20 % of cross sectional area
74.73 00:14:31 17, bSurvey Abandoned, Remark: CAMERA UNDER WATER
1705-0764
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 2200 0 4 4 0 2 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::
20100903 Y0TV0910D 1 Dry R RUIZ 1108 61398
150 LACDPW CAR 09/03/2010 J Jetting 1760
EASEMENT
CAR
D Easement/Right of Way
N Not Controlled 1760-0466
1760-0451
146.7 ft
F Routine Assessment
SS Sanitary
0451/1760-0466/1760
C Circular 8/8
VCP Pipe Length: 150
1:375 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:04 12Upstream Manhole, Survey Begins 1760-0466
4.70 00:00:25 M 2Water Level, 5 % of cross sectional area
4.70 00:00:25 M 2Water Mark, 10 % of cross sectional area
18.50 00:00:57 13Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO
58.30 00:02:32 14Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO
59.20 00:02:47 15, b S 1Crack Circumferential, from 02 to 04 o´clock, within 8 inch: YES
74.40 00:03:47 17Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
75.30 00:04:01 18, b S 5Hole, at 12 o´clock, within 8 inch: YES
86.00 00:05:13 20, b S 1Crack Circumferential, from 07 to 11 o´clock, within 8 inch: YES
139.50 00:07:26 22, b S 1Crack Circumferential, from 09 to 02 o´clock, within 8 inch: YES
146.70 00:10:09 24Downstream Manhole, Survey Ends 1760-0451
1760-0466
1760-0451
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5113 2200 8 4 12 2 2 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::
20101109 Y0TV0910D 1 Dry B FUGATE 2955 66442
51 LACDPW CAR 11/09/2010 J Jetting 1705
CARSON ST
CAR
A Main Highway - Urban
N Not Controlled 1705-0867
1705-0866
45.19 ft
F Routine Assessment
SS Sanitary
0866/1705-0867/1705
C Circular 8/8
VCP Pipe Length: 51
NONE
1:125 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 70Upstream Manhole, Survey Begins 1705-0867
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
39.75 00:01:34 80, b S 5Broken Void Visible, from 11 to 05 o´clock, within 8 inch: YES
43.83 00:02:05 82, b S 1Crack Circumferential, from 12 to 12 o´clock, within 8 inch: NO
45.19 00:02:24 84Downstream Manhole, Survey Ends 1705-0866
1705-0867
1705-0866
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 2200 6 4 10 3 2 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::
20101110 Y0TV0910D 1 Dry B FUGATE 3123 67447
57 LACDPW CAR 11/10/2010 J Jetting 1704
TORRANCE BV
CAR
A Main Highway - Urban
N Not Controlled 1704-0120
1704-0121
15.74 ft
F Routine Assessment
SS Sanitary
0120/1704-0121/1704
C Circular 8/8
VCP Pipe Length: 57
NONE
1:50 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 48Upstream Manhole, Survey Begins 1704-0120
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
9.52 00:00:59 49, b S 5Broken Soil Visible, from 11 to 01 o´clock, within 8 inch: YES
15.74 00:01:41 51Downstream Manhole, Survey Ends 1704-0121
1704-0120
1704-0121
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2200 5 4 9 5 2 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 Y0TV0910D 1 Dry R RUIZ 349 66551
31 LACDPW CAR 08/11/2010 J Jetting 1705
MAIN ST
CAR
C Light Highway
N Not Controlled 1705-0846
1705-1006
9.63 ft
F Routine Assessment
SS Sanitary
0846/1705-1006/1705
C Circular 8/8
VCP Pipe Length: 31
1:25 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:09 77Upstream Manhole, Survey Begins 1705-0846
2.51 00:00:29 M 2Water Level, 5 % of cross sectional area
2.61 00:00:49 M 2Water Mark, 5 % of cross sectional area
9.63 00:01:54 94 M 4Obstacles External Pipe or Cable, 25 % of cross sectional area, from 05 to07 o´clock
9.63 00:01:57 95 S 5Hole Void Visible, from 04 to 10 o´clock, within 8 inch: YES
9.63 00:03:04 96Survey Abandoned, Remark: EXTERNAL PIPE BLOCKING CAMERA
1705-0846
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 4122 5 8 13 5 2.67 3.25
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::
20101101 Y0TV0910D 1 Dry B FUGATE 2667 66305
170 LACDPW CAR 11/01/2010 J Jetting 1705
PRIVATE RD
CAR
D Easement/Right of Way
N Not Controlled 1705-1015
1705-1016
167.05 ft
F Routine Assessment
SS Sanitary
1015/1705-1016/1705
C Circular 8/8
ABSCP Pipe Length: 170
AGAINST FLOW
1:425 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 42Downstream Manhole, Survey Begins 1705-1015
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
81.73 00:02:38 43Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
82.99 00:02:53 44, b S 5Hole Soil Visible, from 01 to 05 o´clock, within 8 inch: YES
82.99 00:03:09 46, bRoots Fine Joint, at 04 o´clock, within 8 inch: YES
121.67 00:04:39 48Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
137.12 00:05:12 49Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
167.05 00:06:21 50Upstream Manhole, Survey Ends 1705-1016
1705-1015
1705-1016
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2200 5 4 9 5 2 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::
20110106 Y0TV0910D 1 Dry B FUGATE 4039 61582
310 LACDPW CAR 01/06/2011 J Jetting 1760
213TH ST
CAR
C Light Highway
N Not Controlled 1760-0215
1760-0565
298.53 ft
F Routine Assessment
SS Sanitary
0215/1760-0565/1760
C Circular 8/8
VCP Pipe Length: 310
AGAINST FLOW
1:750 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 1Downstream Manhole, Survey Begins 1760-0215
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
60.45 00:02:08 9Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
113.31 00:04:04 10, b S 5Hole Void Visible, from 09 to 11 o´clock, within 8 inch: YES
113.31 00:04:07 12, b M 3Infiltration Dripper, at 10 o´clock, within 8 inch: YES
129.25 00:04:54 14Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
164.81 00:06:05 15Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
171.62 00:06:22 16Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
199.70 00:07:14 17Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
213.31 00:07:43 18Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
227.88 00:08:26 19 M 2Water Level, Sag in pipe, 15 % of cross sectional area
255.48 00:09:52 20Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
288.04 00:10:52 21Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
298.53 00:11:35 22Upstream Manhole, Survey Ends 1760-0565
1760-0215
1760-0565
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 3123 5 9 14 5 2.25 2.8
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::
20100914 Y0TV0910D 1 Dry R RUIZ 1484 61601
289 LACDPW CAR 09/14/2010 J Jetting 1760
PRIVATE RD
CAR
G Parking Lot
N Not Controlled 1760-0606
1760-0232
286.2 ft
F Routine Assessment
SS Sanitary
0232/1760-0606/1760
C Circular 8/8
VCP Pipe Length: 289
1:700 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:08 13Upstream Manhole, Survey Begins 1760-0606
7.20 00:00:48 M 2Water Level, 15 % of cross sectional area
7.20 00:00:48 M 2Water Mark, 15 % of cross sectional area
80.60 00:03:10 M 2Water Level, 25 % of cross sectional area
90.90 00:03:45 M 2Water Level, 10 % of cross sectional area
190.20 00:08:19 14, b S 5Hole Soil Visible, from 02 to 04 o´clock, within 8 inch: YES
286.20 00:13:28 16Downstream Manhole, Survey Ends 1760-0232
1760-0606
1760-0232
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2400 5 8 13 5 2 2.6
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::
20100810 Y0TV0910D 1 Dry J SALAS 157 66637
273 LACDPW CAR 08/10/2010 J Jetting 1705
DOUBLE ST
CAR
C Light Highway
N Not Controlled 1705-0689
1705-0690
306.39 ft
F Routine Assessment
SS Sanitary
0689/1705-0690/1705
C Circular 8/8
VCP Pipe Length: 273
FRACTURE'S ROOTS
1:594 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 73Upstream Manhole, Survey Begins 1705-0689
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
5.90 00:00:38 74, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
10.11 00:00:59 76Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
12.38 00:01:09 77Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
56.37 00:02:35 78, b S 3Crack Multiple, from 12 to 06 o´clock, within 8 inch: YES
57.89 00:02:50 80Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
58.92 00:03:00 81, b S 3Crack Multiple, from 06 to 12 o´clock, within 8 inch: YES
60.56 00:03:13 83Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
110.65 00:04:42 84, b S 3Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
112.01 00:04:54 86Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
112.79 00:05:04 87, b S 3Crack Multiple, from 11 to 06 o´clock, within 8 inch: YES
113.29 00:05:13 89, b S 4Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
114.55 00:05:27 91Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
156.94 00:06:47 92Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
165.54 00:07:09 93Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
169.80 00:07:23 94, b S 4Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
169.98 00:07:40 96, b S 4Fracture Multiple, from 07 to 09 o´clock, within 8 inch: YES
215.05 00:09:06 98, b S 4Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
216.89 00:09:20 100Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
218.41 00:09:29 101, b S 3Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
219.65 00:09:42 103Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
226.53 00:10:00 104, b S 3Crack Multiple, from 02 to 09 o´clock, within 8 inch: YES
1705-0689
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 #:
20100810 Y0TV0910D 1 Dry J SALAS 157 66637
273 LACDPW CAR 08/10/2010 J Jetting 1705
1:594 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
256.90 00:11:02 106, b S 3Crack Multiple, from 03 to 10 o´clock, within 8 inch: YES
268.14 00:11:36 108Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
269.38 00:11:45 109, b S 3Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
270.81 00:11:57 111Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
277.37 S1 00:12:15 112, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
283.69 00:12:44 114, b S 3Fracture Longitudinal, at 09 o´clock, within 8 inch: YES
306.39 F1 00:13:33 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
306.39 00:13:47 116Downstream Manhole, Survey Ends 1705-0690
1705-0690
QSR QMR SPR MPR OPR SPRI MPRI OPRI
443B 2200 63 4 67 3.15 2 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::
20100831 Y0TV0910D 1 Dry J SALAS 938 66608
303 LACDPW CAR 08/31/2010 J Jetting 1705
ALLEY
CAR
H Alley
N Not Controlled 1705-0779
1705-0780
335.26 ft
F Routine Assessment
SS Sanitary
0779/1705-0780/1705
C Circular 8/8
VCP Pipe Length: 303
NONE
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 1Upstream Manhole, Survey Begins 1705-0779
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
9.80 00:01:21 2Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
12.11 00:01:34 3Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
19.50 00:01:58 4, b S 3Fracture Longitudinal, at 05 o´clock, within 8 inch: YES
19.58 00:02:14 6, b S 4Fracture Multiple, from 05 to 09 o´clock, within 8 inch: YES
40.95 00:03:04 8, b S 3Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
51.47 00:03:36 10Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
53.78 00:03:46 11Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
58.32 00:04:02 12, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
92.65 00:05:05 14Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
93.27 00:05:13 15, b S 4Fracture Multiple, from 04 to 11 o´clock, within 8 inch: YES
95.16 00:05:26 17Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
95.87 00:05:34 18, b S 4Fracture Multiple, from 02 to 09 o´clock, within 8 inch: YES
108.26 00:06:05 20, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
130.13 00:06:50 22, b S 3Crack Multiple, from 12 to 03 o´clock, within 8 inch: YES
131.12 00:07:02 24Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
132.46 S1 00:07:11 25, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
133.64 00:07:24 27Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
166.85 00:08:23 28Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
172.30 00:08:39 29Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
217.43 00:09:54 30Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
220.01 00:10:05 31Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
1705-0779
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 #:
20100831 Y0TV0910D 1 Dry J SALAS 938 66608
303 LACDPW CAR 08/31/2010 J Jetting 1705
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
253.04 00:11:07 32Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
264.77 00:11:37 33Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
294.52 00:12:46 34Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
300.29 00:13:09 35Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
333.19 00:14:06 36Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
333.73 F1 00:14:13 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
335.26 00:14:35 37Downstream Manhole, Survey Ends 1705-0780
1705-0780
QSR QMR SPR MPR OPR SPRI MPRI OPRI
433H 2200 146 4 150 3.04 2 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::
20100803 Y0TV0910D 1 Dry J SALAS 8 67463
433 LACDPW CAR 08/03/2010 J Jetting 1705
MARGARET ST
CAR
C Light Highway
N Not Controlled 1704-0136
1705-0998
342.03 ft
F Routine Assessment
SS Sanitary
0998/1705-0136/1704
C Circular 8/8
VCP Pipe Length: 433
NONE
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:00 66Upstream Manhole, Survey Begins 1704-0136
0.00 00:00:00 M 2Water Level, 5 % of cross sectional area
0.00 00:00:00 M 2Water Mark, 5 % of cross sectional area
22.68 00:01:24 67Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
24.39 00:01:51 68, bRoots Fine Joint, from 08 to 09 o´clock, within 8 inch: YES
37.53 00:02:34 70, bRoots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES
39.94 00:02:50 72 M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:ROOTS
40.75 00:02:59 73, bRoots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES
62.73 00:03:50 75, b S 3Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
63.53 00:04:14 77Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
74.97 00:04:52 78Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
82.10 00:05:15 79, bRoots Fine Joint, at 03 o´clock, within 8 inch: YES
122.64 00:06:24 81, b M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:ROOTS
131.27 00:07:05 83Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
132.28 00:07:17 84, b S 1Crack Circumferential, from 12 to 06 o´clock, within 8 inch: YES
133.28 00:08:08 86, b S 2Crack Longitudinal, at 12 o´clock, within 8 inch: YES
150.54 00:09:07 88, b S 3Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
157.57 00:09:45 90Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
167.80 00:10:11 91, b S 4Fracture Multiple, from 07 to 10 o´clock, within 8 inch: YES
168.91 00:10:41 93 M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:ROOTS
176.64 00:11:20 94, b S 3Crack Multiple, from 12 to 06 o´clock, within 8 inch: YES
177.44 00:11:32 96Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
178.64 00:11:51 97, b S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
181.35 00:12:29 99, bRoots Fine Joint, from 03 to 09 o´clock, within 8 inch: YES
1704-0136
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 #:
20100803 Y0TV0910D 1 Dry J SALAS 8 67463
433 LACDPW CAR 08/03/2010 J Jetting 1705
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
219.19 00:13:35 101Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
226.41 00:14:09 102, b S 4Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
228.02 00:14:47 104Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
269.07 00:16:14 105Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
295.66 00:17:15 106Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
307.10 00:17:48 107Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
339.32 00:19:52 108, b S 4Broken, from 02 to 05 o´clock, within 8 inch: YES
342.03 00:20:53 110Downstream Manhole, Survey Ends 1705-09981705-0998
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4334 2500 27 10 37 3 2 2.64
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 Y0TV0910D 1 Dry J SALAS 901 61532
274 LACDPW CAR 08/27/2010 J Jetting 1760
ISLAND AV
CAR
C Light Highway
N Not Controlled 1760-0320
1760-0321
208.06 ft
F Routine Assessment
SS Sanitary
0320/1760-0321/1760
C Circular 8/8
VCP Pipe Length: 274
FRACTURE
1:525 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 5Upstream Manhole, Survey Begins 1760-0320
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
7.27 00:01:32 6Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
23.83 00:02:11 7, b S 3Crack Multiple, from 10 to 01 o´clock, within 8 inch: YES
39.17 00:02:51 9, b S 4Fracture Multiple, from 06 to 10 o´clock, within 8 inch: YES
55.44 00:03:35 11Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
71.82 00:04:10 12, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
77.73 00:04:29 14, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
103.19 00:05:24 16Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
120.25 00:06:00 17, b S 4Fracture Multiple, from 06 to 10 o´clock, within 8 inch: YES
120.69 00:06:15 19, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
123.01 00:06:35 21, b S 4Fracture Multiple, from 04 to 06 o´clock, within 8 inch: YES
151.39 00:07:32 23Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
154.18 00:07:43 24Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
155.98 00:07:52 25, b S 3Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
189.06 00:08:58 27, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
202.44 00:09:34 29Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
204.93 00:09:46 30Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
208.06 00:10:15 31Downstream Manhole, Survey Ends 1760-0321
1760-0320
1760-0321
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4334 2200 28 4 32 3.11 2 2.91
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 Y0TV0910D 1 Dry R RUIZ 566 66463
271 LACDPW CAR 08/18/2010 J Jetting 1705
RASHDALL AV
CAR
C Light Highway
N Not Controlled 1705-0890
1705-0891
270.97 ft
F Routine Assessment
SS Sanitary
0890/1705-0891/1705
C Circular 8/8
VCP Pipe Length: 271
1:594 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:06 88Upstream Manhole, Survey Begins 1705-0890
0.00 00:00:24 M 2Water Level, 10 % of cross sectional area
0.00 00:00:26 M 2Water Mark, 10 % of cross sectional area
24.89 00:01:17 89, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
49.08 00:02:17 91Tap Factory Made, at 09 o´clock, 6", within 8 inch: NO
79.29 00:03:19 92Tap Factory Made, at 03 o´clock, 6", within 8 inch: NO
96.45 00:03:51 93Tap Factory Made, at 03 o´clock, 6", within 8 inch: NO
98.15 00:04:12 94, b S 3Crack Multiple, from 06 to 07 o´clock, within 8 inch: YES
107.99 00:04:42 96, b S 1Crack Circumferential, from 05 to 07 o´clock, within 8 inch: YES
111.60 00:04:59 98, b S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
130.07 00:05:44 100Tap Factory Made, at 09 o´clock, 6", within 8 inch: NO
138.80 00:06:07 101, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
146.73 00:06:33 103Tap Factory Made, at 09 o´clock, 6", within 8 inch: NO
152.25 00:06:51 104, b S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
179.65 00:07:39 106, b S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
183.36 00:08:09 108, b S 3Crack Multiple, from 07 to 03 o´clock, within 8 inch: YES
187.17 00:08:42 110Tap Factory Made, at 03 o´clock, 6", within 8 inch: NO
198.51 S1 00:09:11 111, b S 4Fracture Multiple, from 05 to 07 o´clock, within 8 inch: YES, start
202.93 F1 00:09:27 S 4Fracture Multiple, from 05 to 07 o´clock, within 8 inch: YES, end
209.45 00:09:52 113, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
212.56 00:10:08 115, b S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
232.94 00:10:49 117, b S 1Crack Circumferential, from 11 to 03 o´clock, within 8 inch: YES
236.35 00:11:07 119, b S 3Crack Multiple, from 12 to 07 o´clock, within 8 inch: YES
239.96 00:11:29 121, b S 2Crack Spiral, from 08 to 11 o´clock, within 8 inch: YES
1705-0890
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 #:
20100818 Y0TV0910D 1 Dry R RUIZ 566 66463
271 LACDPW CAR 08/18/2010 J Jetting 1705
1:594 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
259.83 00:12:08 123, b S 1Crack Circumferential, from 08 to 12 o´clock, within 8 inch: YES
266.66 00:12:30 125, b S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
270.97 00:13:02 127Downstream Manhole, Survey Ends 1705-08911705-0891
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4239 2200 44 4 48 2.59 2 2.53
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::
20100804 Y0TV0910D 1 Dry R RUIZ 35 67456
260 LACDPW CAR 08/04/2010 J Jetting 1704
GENEVIEVE ST
CAR
C Light Highway
N Not Controlled 1704-0128
1704-0130
226.31 ft
F Routine Assessment
SS Sanitary
0128/1704-0130/1704
C Circular 8/8
VCP Pipe Length: 260
1:575 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:22Upstream Manhole, Survey Begins 1704-0128
1.91 00:00:56 M 2Water Level, 10 % of cross sectional area
1.91 00:00:57 M 2Water Mark, 10 % of cross sectional area
1.91 00:00:58 33, b S 4Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
3.21 00:01:29 35, b S 4Fracture Multiple, from 02 to 10 o´clock, within 8 inch: YES
52.89 00:02:57 37Tap Factory Made, at 10 o´clock, 6", within 8 inch: NO
57.21 00:03:15 38, b S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
69.85 00:04:06 40, b S 2Crack Spiral, from 01 to 02 o´clock, within 8 inch: YES
87.41 00:04:55 42, b S 3Crack Multiple, from 07 to 02 o´clock, within 8 inch: YES
104.17 00:05:58 44Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
108.19 00:06:20 45, b S 3Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
109.59 00:06:41 47Tap Factory Made, at 10 o´clock, 6", within 8 inch: NO
117.12 00:07:04 48 S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
157.67 00:08:00 49Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
172.52 00:08:36 50Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
186.37 00:09:09 51, b S 3Crack Multiple, from 04 to 10 o´clock, within 8 inch: YES
193.09 00:09:46 53Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
194.70 00:10:08 54, b S 3Crack Multiple, from 11 to 01 o´clock, within 8 inch: YES
218.79 00:11:01 56, b S 1Crack Circumferential, from 11 to 01 o´clock, within 8 inch: YES
222.10 00:11:28 58, b S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
226.31 00:12:11 60Downstream Manhole, Survey Ends 1704-0130
1704-0128
1704-0130
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4236 2200 31 4 35 2.82 2 2.69
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::
20100803 Y0TV0910D 1 Dry J SALAS 6 66503
254 LACDPW CAR 08/03/2010 J Jetting 1705
SHEARER AV
CAR
C Light Highway
N Not Controlled 1705-0971
1705-0803
262.74 ft
F Routine Assessment
SS Sanitary
0803/1705-0971/1705
C Circular 8/8
VCP Pipe Length: 254
A THE FLOW
1:650 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:00 189Downstream Manhole, Survey Begins 1705-0971
0.00 00:00:00 M 2Water Level, 10 % of cross sectional area
0.00 00:00:00 M 2Water Mark, 10 % of cross sectional area
0.00 00:00:47 190, b M 1Vermin Cockroach, within 8 inch: YES
5.92 00:01:32 192Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
26.50 00:02:19 193Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
34.42 00:02:40 194, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
35.33 00:02:52 196Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
36.03 00:03:12 197, b S 4Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
104.28 00:05:28 199Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
116.32 00:06:00 200Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
146.93 00:07:16 201, b S 1Crack Circumferential, from 08 to 10 o´clock, within 8 inch: YES
164.89 00:08:20 203Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
167.40 00:08:45 204Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
218.89 00:10:22 205, b S 4Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
236.75 00:11:28 207Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
262.74 00:13:11 208Upstream Manhole, Survey Ends 1705-0803
1705-0971
1705-0803
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4221 2211 11 5 16 2.75 1.67 2.29
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::
20100804 Y0TV0910D 1 Dry J SALAS 68 66969
300 LACDPW CAR 08/04/2010 J Jetting 1705
SHEARER AV
CAR
C Light Highway
N Not Controlled 1705-0805
1705-TRNK
343.24 ft
F Routine Assessment
SS Sanitary
0805/1705-TRNK/1705
C Circular 8/8
VCP Pipe Length: 300
CRACK
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 159Upstream Manhole, Survey Begins 1705-0805
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
2.80 00:00:57 160, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
26.45 00:02:04 162Tap Break-In Active, at 02 o´clock, 4", within 8 inch: YES
34.40 00:02:24 163, b S 3Crack Multiple, from 02 to 04 o´clock, within 8 inch: YES
41.80 00:02:48 165Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
52.15 00:03:16 166, b S 3Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
79.43 00:04:23 168, b S 3Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
80.31 00:04:44 170Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
85.92 00:05:03 171Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
98.82 00:05:33 172, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
105.19 00:06:03 174, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
111.38 00:06:34 176, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
129.22 00:07:16 178, b S 3Crack Multiple, from 01 to 09 o´clock, within 8 inch: YES
132.39 S1 00:07:35 180, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
136.69 00:07:55 182Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
138.43 00:08:15 183, b S 4Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
139.10 00:08:30 185Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
153.68 00:09:04 186Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
156.14 00:09:15 187Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
198.00 00:11:02 188Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
233.54 00:12:07 189Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
1705-0805
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 #:
20100804 Y0TV0910D 1 Dry J SALAS 68 66969
300 LACDPW CAR 08/04/2010 J Jetting 1705
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
242.07 00:12:30 190Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
247.58 00:12:50 191Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
305.33 00:15:01 M 2Water Level, 10 % of cross sectional area
343.24 F1 00:16:41 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
343.24 00:16:51 192, bDownstream Manhole, Survey Ends 1705-03761705-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413I 2300 154 6 160 3.02 2 2.96
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::
20101015 Y0TV0910D 1 Dry RALPH 1976
LACDPW 10/04/2010 J Jetting
CARSON ST
CAR
A Main Highway - Urban
N Not Controlled 1705-0762
1705-0683
296.38 ft
F Routine Assessment
SS Sanitary
0683/1705-0762/1705
C Circular 8/8
VCP Pipe Length:
1:725 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:11 79Upstream Manhole, Survey Begins 1705-0762
0.00 00:00:31 M 2Water Level, 15 of cross sectional area
0.00 00:00:33 M 2Water Mark, 15 % of cross sectional area
7.41 00:01:08 80Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
44.79 00:02:36 81, b S 1Crack Circumferential, from 12 to 03 o´clock, within 8 inch: YES
52.10 00:03:20 83Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
71.24 00:04:17 84, b S 3Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
99.80 00:05:55 86Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
132.26 00:07:25 87Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
161.72 00:08:40 88, b S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
183.86 00:10:02 90Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
193.68 00:10:49 91Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
203.70 00:11:26 92, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
208.01 00:12:17 94Tap Factory Made Capped, at 10 o´clock, 4", within 8 inch: NO
256.00 S1 00:13:58 95, b S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, start
262.62 00:14:36 97Tap Factory Made, at 10 o´clock, 4", within 8 inch: NO
290.77 F1 00:15:53 98 S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, end
296.38 00:16:26 99Downstream Manhole, Survey Ends 1705-0683
1705-0762
1705-0683
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3921 2200 30 4 34 2.73 2 2.62
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 Y0TV0910D 1 Dry J SALAS 737 66975
200 LACDPW CAR 08/18/2010 J Jetting 1705
RAVENNA AV
CAR
C Light Highway
N Not Controlled 1705-0658
1705-0388
217.84 ft
F Routine Assessment
SS Sanitary
0388/1705-0658/1705
C Circular 8/8
VCP Pipe Length: 200
CRACKS
1:550 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 1Upstream Manhole, Survey Begins 1705-0658
0.00 00:01:13 M 2Water Level, 10 % of cross sectional area
0.00 00:01:16 M 2Water Mark, 10 % of cross sectional area
7.51 00:01:34 2Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
20.78 00:02:13 3, b S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
23.86 00:02:40 5, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
36.42 00:03:22 7, b S 3Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
45.27 00:03:54 9, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
48.50 00:04:16 11, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
54.39 S1 00:04:37 13, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
56.10 00:05:00 15Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
88.05 00:06:02 16, b S 4Fracture Multiple, from 03 to 05 o´clock, within 8 inch: YES
113.93 00:07:03 18Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
153.11 00:08:17 19Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
158.66 00:08:37 20Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
210.18 00:10:20 21Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
212.83 00:10:37 22Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
217.84 00:11:18 23 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
217.84 00:11:22 24Downstream Manhole, Survey Ends 1705-0388
1705-0658
1705-0388
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413F 2200 117 4 121 3 2 2.95
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::
20100804 Y0TV0910D 1 Dry J SALAS 73 66504
400 LACDPW CAR 08/04/2010 J Jetting 1705
SHEARER AV
CAR
C Light Highway
N Not Controlled 1705-0804
1705-0805
350.02 ft
F Routine Assessment
SS Sanitary
0804/1705-0805/1705
C Circular 8/8
VCP Pipe Length: 400
CRACK
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 106Upstream Manhole, Survey Begins 1705-0804
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
11.96 00:01:00 107, b S 3Crack Multiple, from 08 to 02 o´clock, within 8 inch: YES
12.77 00:01:12 109Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
13.64 00:01:23 110, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
24.09 00:02:10 112Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
38.74 00:02:39 113Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
56.56 00:03:18 114Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
63.95 00:03:36 115, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
79.09 00:04:38 117, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
95.16 00:05:31 119Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
99.86 S1 00:05:53 120, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
128.12 00:07:06 122Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
139.61 00:07:48 123Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
143.61 00:08:21 124, b S 4Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
160.25 00:09:07 126Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
168.16 F1 00:09:28 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
176.78 00:09:47 127, b S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
180.74 00:10:11 129Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
197.66 00:11:05 130, b S 3Crack Multiple, from 02 to 06 o´clock, within 8 inch: YES
209.28 00:11:53 132, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
230.72 00:12:52 134, b S 3Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
231.68 00:13:08 136 M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:DEBRIS
1705-0804
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 #:
20100804 Y0TV0910D 1 Dry J SALAS 73 66504
400 LACDPW CAR 08/04/2010 J Jetting 1705
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
249.27 00:13:58 137Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
250.96 00:14:14 138, b S 3Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
259.91 00:14:48 140, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
262.79 00:15:18 142, b S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
264.12 00:15:35 144Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
266.43 00:15:48 145Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
294.80 00:16:47 146, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
318.98 00:17:45 148, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
320.43 00:17:59 150Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
327.67 00:18:22 151, b S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
336.64 00:19:03 153, b S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
342.95 00:19:34 155, b S 3Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
344.02 00:19:48 157Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
350.02 00:20:20 158Downstream Manhole, Survey Ends 1705-0805
1705-0805
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413E 2300 92 6 98 2.97 2 2.88
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::
20100824 Y0TV0910D 1 Dry J SALAS 805 66819
310 LACDPW CAR 08/24/2010 J Jetting 1705
CATSKILL AV
CAR
C Light Highway
N Not Controlled 1705-0498
1705-0499
350.2 ft
F Routine Assessment
SS Sanitary
0498/1705-0499/1705
C Circular 8/8
VCP Pipe Length: 310
ROOTS - CRACK
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 166Upstream Manhole, Survey Begins 1705-0498
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
11.38 00:00:59 167, b S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
35.75 00:01:43 169, bRoots Fine Joint, from 09 to 03 o´clock, within 8 inch: YES
39.48 00:01:56 171, b S 3Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
40.69 00:02:08 173, bTap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES, Remark:DEBRIS
42.17 00:02:19 175, b S 3Crack Multiple, from 12 to 06 o´clock, within 8 inch: YES
43.24 00:02:32 177Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
52.84 00:02:52 178, bRoots Fine Joint, from 09 to 03 o´clock, within 8 inch: YES
71.23 S1 00:03:26 180, bRoots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES, start
88.26 00:03:59 182Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
90.63 00:04:10 183Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
95.08 00:04:24 184, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
107.33 00:04:51 186, b S 1Crack Circumferential, from 12 to 12 o´clock, within 8 inch: YES
131.47 00:05:36 188, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
137.75 S2 00:05:54 190, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
141.00 00:06:13 192, b S 4Fracture Multiple, from 01 to 07 o´clock, within 8 inch: YES
142.04 00:06:28 194, b M 4Roots Ball Lateral, at 09 o´clock, 10 %, within 8 inch: YES
142.04 00:06:33 196 M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
144.49 00:06:42 197, b M 4Roots Ball Lateral, at 03 o´clock, 10 %, within 8 inch: YES
144.49 00:06:48 199 M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:Roots
189.60 00:08:05 200, b M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:DEBRIS
192.25 00:08:16 202Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
1705-0498
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 #:
20100824 Y0TV0910D 1 Dry J SALAS 805 66819
310 LACDPW CAR 08/24/2010 J Jetting 1705
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
220.97 F2 00:09:04 203 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
232.77 F1 00:09:25 204Roots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES, end
240.16 00:09:40 205, b M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:DEBRIS
242.88 00:09:53 207Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
290.99 00:11:11 208Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
293.33 00:11:22 209Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
340.34 00:12:40 210, b S 3Crack Multiple, from 06 to 12 o´clock, within 8 inch: YES
341.68 00:12:53 212Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
344.19 00:13:03 213Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
350.20 00:13:26 214Downstream Manhole, Survey Ends 1705-0499
1705-0499
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413D 4226 74 20 94 2.96 2.5 2.85
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::
20100810 Y0TV0910D 1 Dry J SALAS 158 66638
280 LACDPW CAR 08/10/2010 J Jetting 1705
DOUBLE ST
CAR
C Light Highway
N Not Controlled 1705-0690
1705-0691
267.78 ft
F Routine Assessment
SS Sanitary
0690/1705-0691/1705
C Circular 8/8
VCP Pipe Length: 280
NONE
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 117Upstream Manhole, Survey Begins 1705-0690
0.00 M 2Water Level, 10 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
6.03 00:00:50 118, b S 3Crack Multiple, from 12 to 06 o´clock, within 8 inch: YES
7.29 00:01:03 120Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
10.01 00:01:16 121Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
11.00 00:01:25 122, b S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
32.52 00:02:13 124, b S 4Fracture Multiple, from 05 to 08 o´clock, within 8 inch: YES
54.07 00:03:05 126, b S 1Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
56.51 00:03:18 128, b S 3Crack Multiple, from 04 to 10 o´clock, within 8 inch: YES
58.26 00:03:34 130Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
60.93 00:03:46 131, b M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:Roots
68.20 00:04:16 133, b S 2Crack Longitudinal, at 02 o´clock, within 8 inch: YES
71.37 00:04:32 135, b S 2Crack Longitudinal, at 02 o´clock, within 8 inch: YES
111.23 00:06:00 137, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
112.41 00:06:20 139Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
114.84 00:06:31 140Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
137.81 00:07:23 141, b S 3Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
163.50 00:09:19 143Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
164.91 00:09:33 144, b S 3Crack Multiple, from 03 to 05 o´clock, within 8 inch: YES
165.85 00:09:45 146Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
173.18 00:10:08 147, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
194.79 00:10:59 S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
1705-0690
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 #:
20100810 Y0TV0910D 1 Dry J SALAS 158 66638
280 LACDPW CAR 08/10/2010 J Jetting 1705
1:495 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
211.35 00:11:34 149Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
211.78 00:11:41 150, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
213.84 00:11:57 152Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
245.69 00:13:01 153, b S 3Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
247.03 00:13:13 155Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
247.97 00:13:22 156, b S 3Crack Multiple, from 08 to 12 o´clock, within 8 inch: YES
249.60 00:13:35 158Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
259.34 00:14:01 159, b S 3Crack Multiple, from 05 to 08 o´clock, within 8 inch: YES
267.78 00:14:48 161Downstream Manhole, Survey Ends 1705-0691
1705-0691
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413A 2300 44 6 50 2.75 2 2.63
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::
20100831 Y0TV0910D 1 Dry J SALAS 939 66609
301 LACDPW CAR 08/31/2010 J Jetting 1705
ALLEY
CAR
C Light Highway
N Not Controlled 1705-0780
1705-0781
295.87 ft
F Routine Assessment
SS Sanitary
0780/1705-0781/1705
C Circular 8/8
VCP Pipe Length: 301
FRACTURE
1:627 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 38Upstream Manhole, Survey Begins 1705-0780
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
4.26 00:01:07 39, b S 3Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
5.30 00:01:19 41Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
35.11 00:02:15 42Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
38.80 00:02:27 43, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
53.02 00:03:00 45Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
72.63 00:03:42 46, b S 3Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
73.67 00:03:53 48Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
82.12 00:04:14 49Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
101.77 00:04:57 50, b S 2Crack Longitudinal, at 10 o´clock, within 8 inch: YES
115.09 00:05:46 52Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
123.75 00:06:21 53Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
158.89 00:07:26 54Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
161.34 00:07:36 55Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
165.70 00:07:53 56, b S 3Crack Multiple, from 10 to 03 o´clock, within 8 inch: YES
193.96 00:08:52 58Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
196.36 00:09:04 59Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
215.76 00:09:45 60, b S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
238.06 00:10:35 62Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
239.35 00:10:44 63, b S 3Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
240.34 00:10:56 65Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
1705-0780
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 #:
20100831 Y0TV0910D 1 Dry J SALAS 939 66609
301 LACDPW CAR 08/31/2010 J Jetting 1705
1:627 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
264.85 00:11:43 66, b S 3Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
271.57 00:12:07 68, b S 3Crack Multiple, from 08 to 12 o´clock, within 8 inch: YES
274.66 00:12:26 70, b S 1Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
283.23 00:12:55 72, b S 4Broken, from 05 to 08 o´clock, within 8 inch: YES
286.13 00:13:21 74, b S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
295.87 00:14:13 76Downstream Manhole, Survey Ends 1705-0781
1705-0781
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4139 2200 34 4 38 2.83 2 2.71
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::
20100810 Y0TV0910D 1 Dry J SALAS 166
289 LACDPW CAR 08/10/2010 J Jetting 1705
DOUBLE ST
CAR
C Light Highway
N Not Controlled 1705-1061
1705-0688
282.52 ft
F Routine Assessment
SS Sanitary
0688/1705-1061/1705
C Circular 8/8
VCP Pipe Length: 289
NONE
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 1Upstream Manhole, Survey Begins 1705-1061
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
4.58 00:01:14 2Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
7.21 00:01:25 3Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
20.14 00:01:58 4Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
36.35 00:02:32 5Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
55.85 00:03:12 6Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
70.91 00:03:48 7, b S 4Fracture Multiple, from 01 to 04 o´clock, within 8 inch: YES
72.26 00:04:02 9Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
83.56 00:04:27 10, b S 3Crack Multiple, from 01 to 06 o´clock, within 8 inch: YES
88.38 00:04:48 12Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
116.86 00:05:44 13, b S 3Crack Multiple, from 11 to 06 o´clock, within 8 inch: YES
123.84 00:06:06 15, b S 3Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
124.07 00:06:16 17, bRoots Fine Joint, at 12 o´clock, within 8 inch: YES
149.09 00:07:08 19Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
153.03 00:07:23 20, bRoots Medium Joint, from 06 to 11 o´clock, 15 %, within 8 inch: YES
154.76 00:09:09 24, b S 3Crack Multiple, from 07 to 02 o´clock, within 8 inch: YES
155.04 00:08:38 22, bTap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
180.33 00:09:51 26, b S 3Crack Multiple, from 12 to 06 o´clock, within 8 inch: YES
181.33 00:10:06 28Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
191.11 00:10:28 29Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
202.29 00:11:04 30, b S 3Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
1705-1061
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 #:
20100810 Y0TV0910D 1 Dry J SALAS 166
289 LACDPW CAR 08/10/2010 J Jetting 1705
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
246.55 00:12:24 32, b S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
247.86 00:12:49 34Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
253.96 00:13:09 35Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
275.26 00:13:55 36, b S 3Crack Multiple, from 11 to 06 o´clock, within 8 inch: YES
276.75 00:14:09 38Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
282.52 00:14:34 39Downstream Manhole, Survey Ends 0688
1705-0688
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4137 2200 27 4 31 3 2 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::
20100830 Y0TV0910D 1 Dry J SALAS 885 61501
247 LACDPW CAR 08/30/2010 J Jetting 1760
MARINE AV
CAR
C Light Highway
N Not Controlled 1760-0289
1760-0290
246.04 ft
F Routine Assessment
SS Sanitary
0289/1760-0290/1760
C Circular 8/8
VCP Pipe Length: 247
ROOTS - CRACK
1:600 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 205Upstream Manhole, Survey Begins 1760-0289
0.00 M 2Water Level, 10 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
19.16 00:01:45 206, b S 3Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
25.98 00:02:14 208, b S 3Crack Multiple, from 01 to 04 o´clock, within 8 inch: YES
52.34 00:03:11 210, b S 3Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
70.17 00:03:57 212Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
77.88 00:04:17 M 2Water Level, 15 % of cross sectional area
81.40 00:04:27 213, b S 2Fracture Circumferential, from 07 to 09 o´clock, within 8 inch: YES
115.06 00:05:38 215, b S 3Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
115.99 00:05:51 217Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
127.47 00:06:31 218, b S 3Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
140.68 00:07:06 220, b S 1Crack Circumferential, from 02 to 05 o´clock, within 8 inch: YES
170.52 00:08:10 222, b S 3Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
171.64 00:08:25 224Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
179.68 00:08:45 225, b S 1Crack Circumferential, from 12 to 05 o´clock, within 8 inch: YES
195.42 00:09:19 227, bRoots Ball Joint, from 08 to 10 o´clock, 10 %, within 8 inch: YES
196.34 00:09:29 229, b S 3Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
211.42 00:11:59 231, bRoots Fine Joint, from 03 to 09 o´clock, within 8 inch: YES
225.93 00:12:35 233, b S 4Fracture Multiple, from 09 to 12 o´clock, within 8 inch: YES
227.09 00:12:50 235, b M 4Roots Ball Lateral, at 09 o´clock, 10 %, within 8 inch: YES
227.09 00:13:01 237, b M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
241.38 00:13:42 239, b S 2Crack Longitudinal, at 10 o´clock, within 8 inch: YES
246.04 00:14:08 241Downstream Manhole, Survey Ends 1760-0290
1760-0289
1760-0290
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4137 4124 31 12 43 2.58 2.4 2.53
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::
20100824 Y0TV0910D 1 Dry J SALAS 804 66818
339 LACDPW CAR 08/24/2010 J Jetting 1705
CATSKILL AV
CAR
C Light Highway
N Not Controlled 1705-0497
1705-0498
347.02 ft
F Routine Assessment
SS Sanitary
0497/1705-0498/1705
C Circular 8/8
VCP Pipe Length: 339
ROOTS CRACK
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 101Upstream Manhole, Survey Begins 1705-0497
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
15.47 00:01:29 102, bRoots Fine Joint, from 12 to 03 o´clock, within 8 inch: YES
21.62 00:01:45 104, bRoots Fine Joint, from 10 to 02 o´clock, within 8 inch: YES
36.21 S1 00:02:16 106, bRoots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES, start
38.99 00:02:29 108, bRoots Fine Joint, at 09 o´clock, within 8 inch: YES
41.41 00:03:14 110Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
81.90 00:04:24 111, b S 3Crack Multiple, from 09 to 11 o´clock, within 8 inch: YES
89.23 00:04:58 113, b M 1Roots Fine Lateral, at 09 o´clock, within 8 inch: YES
89.23 00:05:05 115 M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
91.78 00:05:19 116, b M 1Roots Fine Lateral, at 03 o´clock, within 8 inch: YES
91.78 00:05:25 118, b M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:Roots
140.17 00:07:02 120, b M 1Roots Fine Lateral, at 09 o´clock, within 8 inch: YES
140.17 00:07:09 122Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
142.58 00:07:21 123, b M 4Roots Ball Lateral, at 03 o´clock, 10 %, within 8 inch: YES
142.58 00:07:28 125 M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES
146.93 00:07:45 126, b S 1Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
156.05 00:08:06 128, b S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
177.16 00:08:56 130, b S 1Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
189.81 00:09:25 132, b S 3Crack Multiple, from 06 to 01 o´clock, within 8 inch: YES
190.77 00:09:39 134, bTap Factory Made Abandoned, at 09 o´clock, 6", within 8 inch: YES,Remark: DEBRIS
193.06 00:09:53 136Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
216.27 00:10:32 137, b S 1Crack Circumferential, from 12 to 12 o´clock, within 8 inch: YES
1705-0497
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 #:
20100824 Y0TV0910D 1 Dry J SALAS 804 66818
339 LACDPW CAR 08/24/2010 J Jetting 1705
1:561 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 2
241.39 00:11:22 139, bTap Factory Made Abandoned, at 09 o´clock, 6", within 8 inch: YES,Remark: Roots
243.90 00:11:40 141, b M 4Roots Ball Lateral, at 03 o´clock, 10 %, within 8 inch: YES
243.90 00:11:46 143, b M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES
245.50 00:12:01 145, b S 3Crack Multiple, from 09 to 05 o´clock, within 8 inch: YES
275.49 00:12:57 147, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
287.28 00:13:27 149, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
288.51 00:13:40 151, b M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
288.51 00:13:45 153, b M 1Roots Fine Lateral, at 09 o´clock, within 8 inch: YES
291.06 00:13:57 155, b M 3Roots Medium Lateral, at 03 o´clock, 10, within 8 inch: YES
291.06 00:14:18 157, b M 2Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:Roots GREASE
312.79 00:14:59 159Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
341.94 00:15:49 160, b M 4Roots Ball Lateral, at 09 o´clock, 10 %, within 8 inch: YES
341.94 00:15:54 162 M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
344.34 00:16:04 163Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
344.91 F1 00:16:11 164Roots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES, end
347.02 00:16:27 165Downstream Manhole, Survey Ends 1705-0498
1705-0498
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4135 4331 22 37 59 2.44 2.18 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::
20100810 Y0TV0910D 1 Dry R RUIZ 377 66435
256 LACDPW CAR 08/10/2010 J Jetting 1705
214TH ST
CAR
C Light Highway
N Not Controlled 1705-0859
1705-0860
296.77 ft
F Routine Assessment
SS Sanitary
0859/1705-0860/1705
C Circular 8/8
VCP Pipe Length: 256
1:725 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:04 124Upstream Manhole, Survey Begins 1705-0859
3.61 00:00:20 M 2Water Level, 5 % of cross sectional area
3.61 00:00:20 M 2Water Mark, 10 % of cross sectional area
9.53 00:00:38 125, b S 1Crack Circumferential, from 01 to 04 o´clock, within 8 inch: YES
10.84 00:00:51 127Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
71.96 00:02:41 128, b S 1Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
73.66 00:02:57 130Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
134.68 00:05:09 131, b S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
136.19 00:05:31 133Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
177.94 00:06:56 134Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
216.68 00:08:40 135Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
248.09 00:09:47 136, b S 5Broken, at 11 o´clock, within 8 inch: YES
248.09 00:09:50 138, b S 1Crack Circumferential, from 08 to 11 o´clock, within 8 inch: YES
296.77 00:11:39 140Downstream Manhole, Survey Ends 1705-0860
1705-0859
1705-0860
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 2200 11 4 15 2.2 2 2.14
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::
20100823 Y0TV0910D 1 Dry J SALAS 784 66415
LACDPW CAR 08/23/2010 J Jetting
220TH ST
CAR
C Light Highway
N Not Controlled 1705-0967A
1705-0968
126.01 ft
F Routine Assessment
SS Sanitary
0967/1705-0968/1705
C Circular 8/8
VCP Pipe Length: MH 967A NOT ON MAP
MH 1705-967A NOT ON MAP
1:325 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 271Upstream Manhole, Survey Begins 1705-0967A NOT ON MAP
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
12.27 00:01:30 272Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
16.69 00:01:46 273, b S 2Crack Longitudinal, at 05 o´clock, within 8 inch: YES
45.39 00:02:45 275Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
53.03 00:03:12 276, b S 3Fracture Longitudinal, at 05 o´clock, within 8 inch: YES
53.03 00:03:23 278, b S 4Fracture Multiple, from 04 to 06 o´clock, within 8 inch: YES
63.37 00:03:51 280Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
102.85 00:04:59 281Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
105.40 00:05:11 282Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
123.12 00:05:49 283Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
126.01 00:06:10 284Downstream Manhole, Survey Ends 1705-0968
1705-0967A
1705-0968
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 9 4 13 3 2 2.6
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::
20100823 Y0TV0910D 1 Dry J SALAS 792 66720
289 LACDPW CAR 08/23/2010 J Jetting 1705
220TH ST
CAR
C Light Highway
N Not Controlled 1705-0969
1705-0649
309.14 ft
F Routine Assessment
SS Sanitary
0649/1705-0969/1705
C Circular 8/8
VCP Pipe Length: 289
CRACK
1:775 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 69Upstream Manhole, Survey Begins 1705-0969
0.00 M 2Water Level, 10 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
13.05 00:01:06 70Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
41.86 00:02:03 71Tap Break-In Active, at 03 o´clock, 6", within 8 inch: YES
49.48 00:02:29 72Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
50.78 00:02:39 73, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
56.50 00:03:00 75Tap Break-In Active, at 02 o´clock, 4", within 8 inch: YES
58.33 00:03:11 76Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
91.49 00:04:15 77Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
122.66 00:05:16 78Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
123.97 00:05:26 79, b S 3Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
143.48 00:06:18 81Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
173.88 00:07:21 82Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
185.74 00:07:49 83Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
193.07 00:08:10 84Tap Break-In Active, at 10 o´clock, 4", within 8 inch: YES
197.48 00:08:25 85Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
234.16 00:09:38 86Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
249.18 00:11:08 87Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
253.85 00:11:28 88, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
262.69 00:12:03 90, b S 4Fracture Multiple, from 03 to 06 o´clock, within 8 inch: YES
278.00 00:12:57 92, b S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
309.14 00:14:16 94Downstream Manhole, Survey Ends 1705-0649
1705-0969
1705-0649
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 13 4 17 2.6 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::
20100803 Y0TV0910D 1 Dry J SALAS 7 66505
271 LACDPW CAR 08/03/2010 J Jetting 1705
SHEARER AV
CAR
C Light Highway
N Not Controlled 1705-0971
1705-0804
272.48 ft
F Routine Assessment
SS Sanitary
0804/1705-0971/1705
C Circular 8/8
VCP Pipe Length: 271
NONE
1:675 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:00 209Upstream Manhole, Survey Begins 1705-0971
0.00 00:00:00 M 2Water Level, 10 % of cross sectional area
0.00 00:00:00 M 2Water Mark, 10 % of cross sectional area
9.23 00:01:35 210Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
39.14 00:02:39 211Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
52.39 00:03:18 212, b S 3Crack Multiple, from 03 to 05 o´clock, within 8 inch: YES
59.61 00:03:50 214Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
83.30 00:04:43 215Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
119.23 00:05:59 216Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
121.54 00:06:11 217Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
190.28 00:08:24 218Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
193.90 00:08:40 219, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
195.60 00:08:59 221Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
234.04 00:10:14 222Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
248.59 00:10:48 223Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
272.48 00:11:53 224Downstream Manhole, Survey Ends 1705-0804
1705-0971
1705-0804
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 7 4 11 3.5 2 2.75
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::
20101103 Y0TV0910D 1 Dry B FUGATE 2762 61437
261 LACDPW CAR 11/03/2010 J Jetting 1760
AVALON BV
CAR
A Main Highway - Urban
N Not Controlled 1760-0355
1760-0356
221.18 ft
F Routine Assessment
SS Sanitary
0355/1760-0356/1760
C Circular 8/8
VCP Pipe Length: 261
NONE
1:550 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 1Upstream Manhole, Survey Begins 1760-0355
0.00 M 2Water Level, 5 of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
7.29 00:00:45 2Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
62.49 00:02:28 3Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
108.84 00:03:44 4Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
153.74 00:05:13 5Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
199.60 00:06:42 6Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
200.38 00:06:50 7, b S 4Fracture Multiple, from 11 to 05 o´clock, within 8 inch: YES
203.69 00:07:13 9, b S 1Crack Circumferential, from 06 to 10 o´clock, within 8 inch: YES
213.31 00:07:43 11, b S 3Crack Multiple, from 03 to 10 o´clock, within 8 inch: YES
221.18 00:08:23 13Downstream Manhole, Survey Ends 1760-0356
1760-0355
1760-0356
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 8 4 12 2.67 2 2.4
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::
20100825 Y0TV0910D 1 Dry R RUIZ 851 67372
321 LACDPW CAR 08/25/2010 J Jetting 1705
FIGUEROA ST
CAR
A Main Highway - Urban
N Not Controlled 1705-0041
1705-0042
309.41 ft
F Routine Assessment
SS Sanitary
0041/1705-0042/1705
C Circular 8/8
VCP Pipe Length: 321
1:775 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:05 16Upstream Manhole, Survey Begins 1705-0041
2.41 00:00:18 M 2Water Level, 10 % of cross sectional area
2.41 00:00:18 M 2Water Mark, 10 % of cross sectional area
45.16 00:01:35 17Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
106.98 00:03:35 18, b S 1Crack Circumferential, from 12 to 05 o´clock, within 8 inch: YES
107.89 00:03:49 20Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
131.67 00:04:35 21Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
191.09 00:06:20 22Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
241.87 00:07:52 23Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
264.45 00:08:47 24, bRoots Fine Joint, from 02 to 04 o´clock, within 8 inch: YES
291.95 00:09:59 26Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO, Remark: ROOTS
291.95 00:10:01 27 M 4Roots Ball Lateral, at 02 o´clock, 95 %, within 8 inch: YES
293.56 00:10:23 28Roots Fine Joint, from 10 to 11 o´clock, within 8 inch: YES
306.00 00:11:20 29, b S 4Broken, from 04 to 05 o´clock, within 8 inch: YES
306.20 00:11:35 31, b S 2Crack Spiral, from 03 to 05 o´clock, within 8 inch: YES
309.41 00:12:01 33Downstream Manhole, Survey Ends 1705-0042
1705-0041
1705-0042
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 4122 7 8 15 2.33 2.67 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::
20100824 Y0TV0910D 1 Dry J SALAS 802 66815
344 LACDPW CAR 08/24/2010 J Jetting 1705
MARBELLA AV
CAR
C Light Highway
N Not Controlled 1705-0493
1705-0492
353.05 ft
F Routine Assessment
SS Sanitary
0492/1705-0493/1705
C Circular 8/8
VCP Pipe Length: 344
NONE
1:875 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 230Upstream Manhole, Survey Begins 1705-0493
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
4.25 00:01:02 231, b S 4Fracture Multiple, from 09 to 12 o´clock, within 8 inch: YES
5.32 00:01:15 233Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
7.94 00:01:26 234Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
43.91 00:02:22 235Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
46.46 00:02:31 236Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
91.40 00:03:47 237Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
94.04 00:03:57 238Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
142.16 00:05:15 239Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
144.73 00:05:26 240Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
192.99 00:06:41 241Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
195.42 00:06:54 242Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
242.79 00:08:12 243, b S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
243.61 00:08:25 245Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
246.14 00:08:40 246Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
294.10 00:10:11 247Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
296.68 00:10:29 248Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
347.81 00:11:50 249Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
350.44 00:12:01 250Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
353.05 00:12:23 251Downstream Manhole, Survey Ends 1705-0492
1705-0493
1705-0492
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2200 6 4 10 3 2 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::
20100810 Y0TV0910D 1 Dry R RUIZ 364 66520
72 LACDPW CAR 08/10/2010 J Jetting 1705
MAIN ST
CAR
C Light Highway
N Not Controlled 1705-0818
1705-TRNK
80.09 ft
F Routine Assessment
SS Sanitary
0818/1705-TRNK/1705
C Circular 8/8
VCP Pipe Length: 72
1:200 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:12 36Upstream Manhole, Survey Begins 1705-0818
3.91 00:00:31 M 2Water Level, 5 % of cross sectional area
3.91 00:00:32 M 2Water Mark, 5 % of cross sectional area
10.84 00:01:25 37, b S 2Fracture Circumferential, from 09 to 03 o´clock, within 8 inch: YES
45.26 00:03:31 39, b S 4Hole, from 05 to 07 o´clock, within 8 inch: YES
76.88 00:05:58 M 2Water Level, 50 % of cross sectional area
80.09 00:08:08 M 4Camera Underwater
80.09 00:08:15 41Downstream Manhole, Survey Ends 1705-1004
1705-0818
1705-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 4123 6 10 16 3 2.5 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::
20100804 Y0TV0910D 1 Dry J SALAS 80 66514
247 LACDPW CAR 08/04/2010 J Jetting 1705
BOLSA ST
CAR
C Light Highway
N Not Controlled 1705-1046
1705-0813
231.32 ft
F Routine Assessment
SS Sanitary
0813/1705-1046/1705
C Circular 8/8
VCP Pipe Length: 247
NONE
1:575 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 63Upstream Manhole, Survey Begins 1805-1046
0.00 M 2Water Level, 10 % of cross sectional area
0.00 M 2Water Mark, 10 % of cross sectional area
27.17 00:01:47 64, b S 1Crack Circumferential, from 09 to 11 o´clock, within 8 inch: YES
28.22 00:02:01 66Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
82.02 00:03:54 67Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
89.77 00:04:15 68Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
111.33 00:05:06 69, b S 4Fracture Multiple, from 08 to 10 o´clock, within 8 inch: YES
112.10 00:05:24 71, b S 2Crack Longitudinal, at 12 o´clock, within 8 inch: YES
128.56 00:06:06 73Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
136.00 00:06:40 74Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
184.32 00:09:01 75Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
185.11 00:09:13 M 2Water Level, 15 of cross sectional area
187.16 00:09:22 76Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
215.60 00:10:51 M 2Water Level, 20 % of cross sectional area
231.32 00:11:46 77Downstream Manhole, Survey Ends 1705-0813
1705-1046
1705-0813
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2400 7 8 15 2.33 2 2.14
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::
20110106 Y0TV0910D 1 Dry B FUGATE 4041 61580
237 LACDPW CAR 01/06/2011 J Jetting 1760
213TH ST
CAR
C Light Highway
N Not Controlled 1760-0215
1760-0214
221.37 ft
F Routine Assessment
SS Sanitary
0214/1760-0215/1760
C Circular 8/8
VCP Pipe Length: 237
AGAINST FLOW
1:550 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 3Downstream Manhole, Survey Begins 1760-0215
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 of cross sectional area
23.52 00:01:16 38Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
41.69 00:01:59 39, b S 4Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES
67.34 00:02:49 41Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
81.92 00:03:18 42Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
129.83 00:04:40 43Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
168.22 00:05:57 44Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
175.99 00:06:16 45Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
201.74 00:07:08 46, bRoots Fine Joint, from 03 to 06 o´clock, within 8 inch: YES
215.06 00:07:34 48Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
219.33 00:07:46 49, b S 1Crack Circumferential, from 12 to 12 o´clock, within 8 inch: YES
221.37 00:08:14 51Upstream Manhole, Survey Ends 1760-0214
1760-0215
1760-0214
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4111 2200 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::
20101110 Y0TV0910D 1 Dry B FUGATE 3125 67449
50 LACDPW CAR 11/10/2010 J Jetting 1704
TORRANCE BV
CAR
A Main Highway - Urban
N Not Controlled 1704-0121
1704-TRNK
12.92 ft
F Routine Assessment
SS Sanitary
0121/1704-TRNK/1704
C Circular 8/8
VCP Pipe Length: 50
NONE
1:50 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 63Upstream Manhole, Survey Begins 1704-0121
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
6.90 00:01:15 64, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
12.92 00:02:28 66, bDrop Connection, Survey Ends 1704-TRNK
1704-0121
1704-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2200 4 4 8 4 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::
20100813 Y0TV0910D 1 Dry R RUIZ 310 66874
314 LACDPW CAR 08/13/2010 J Jetting 1705
PRIVATE RD
CAR
G Parking Lot
N Not Controlled 1705-0419
1705-0418
311.72 ft
F Routine Assessment
SS Sanitary
0418/1705-0419/1705
C Circular 8/8
VCP Pipe Length: 314
1:775 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:13 230Upstream Manhole, Survey Begins 1705-0419
0.00 00:00:35 M 2Water Level, 0 % of cross sectional area
0.00 00:00:37 M 2Water Mark, 5 % of cross sectional area
14.45 00:01:09 231Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
32.92 00:01:48 M 2Water Level, 5 % of cross sectional area
100.16 00:03:48 232Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
125.15 00:04:38 233Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
211.06 00:06:58 234Tap Factory Made, at 02 o´clock, 6", within 8 inch: NO
236.05 00:07:34 235Tap Factory Made, at 02 o´clock, 4", within 8 inch: NO
303.69 00:09:40 236, b S 4Fracture Multiple, from 09 to 01 o´clock, within 8 inch: YES
311.72 00:10:31 238Downstream Manhole, Survey Ends 1705-0418
1705-0419
1705-0418
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2300 4 6 10 4 2 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::
20100805 Y0TV0910D 1 Dry J SALAS 92 66497
290 LACDPW CAR 08/05/2010 J Jetting 1705
213TH ST
CAR
F Sidewalk
N Not Controlled 1705-0793
1705-0794
291.05 ft
F Routine Assessment
SS Sanitary
0793/1705-0794/1705
C Circular 8/8
VCP Pipe Length: 290
A THE FLOW
1:725 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 108Downstream Manhole, Survey Begins 1705-0793
0.00 M 2Water Level, 5 % of cross sectional area
0.00 M 2Water Mark, 5 % of cross sectional area
46.65 00:02:29 109, bRoots Fine Joint, from 06 to 08 o´clock, within 8 inch: YES
62.46 00:03:16 111, bTap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
69.45 00:03:37 113Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
80.31 00:04:03 114, bRoots Fine Joint, from 06 to 12 o´clock, within 8 inch: YES
85.81 00:04:26 116, bRoots Fine Joint, from 12 to 12 o´clock, within 8 inch: YES
118.49 00:05:41 118Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
172.38 00:07:36 119Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
221.10 00:09:18 120Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
270.09 00:11:04 121Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
283.04 00:11:43 122 M 2Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES, Remark:Roots
287.82 00:11:58 123, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
291.05 00:12:24 125Upstream Manhole, Survey Ends 1705-0794
1705-0793
1705-0794
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2300 4 6 10 4 2 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::
20100819 Y0TV0910D 1 Dry R RUIZ 587 66371
30 LACDPW CAR 08/19/2010 J Jetting 1705
220TH ST
CAR
C Light Highway
N Not Controlled 1705-0919
1705-1038
37.94 ft
F Routine Assessment
SS Sanitary
0919/1705-1038/1705
C Circular 8/8
VCP Pipe Length: 30
1:100 position observation MPEG photo grade
fixed MASTER_Y0TV0910D.mdb // page: 1
0.00 00:00:13 80Downstream Manhole, Survey Begins 1705-0919
0.00 00:00:23 M 2Water Level, 5 % of cross sectional area
0.00 00:00:25 M 2Water Mark, 5 % of cross sectional area
21.68 00:00:59 81Material Change, CAS Cast Iron
33.22 00:01:19 82Material Change, VCP Vitrified Clay Pipe
34.52 00:01:33 83, b S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
37.94 00:02:11 85Upstream Manhole, Survey Ends 17051038
1705-0919
1705-1038
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2200 4 4 8 4 2 2.67