COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
"To Enrich Lives Through Effective and Caring Service"
GAIL FARBER, Director
900 SOUTI1 FRINIONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5 ISO
1111p:ildpw.laCouray.gOV
ADDRESS ALL CORRESPONDENCE TO:
P 0. BOX 1460
ALHAMBRA. CALIFORNIA 91802-1460
IN REPLY PLEASE
April 12, 2011
REFER TO FILE SM -1
Mr. Victor Rollinger, Service General Manager
City of Carson
701 East Carson Street
Carson, CA 90745
Attention Mr. Gilbert Marquez
Dear Mr. Rollinger:
CONSOLIDATED SEWER MAINTENANCE DISTRICT
CONDITION ASSESSMENT PROGRAM REPORT
PROJECT NO. YOTV0809D
This letter is to inform you that as part of the Sewer Condition Assessment Program, the
County of Los Angeles Department of Public Works Consolidated Sewer Maintenance
District has completed the closed-circuit television inspection of 199,734 feet or
22.2 percent of the City of Carson's sewer system.
The enclosed report outlines the structural and maintenance ratings of your system
based on the Pipeline Assessment and Certification Program's rating methodology.
Included in the report are the following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report Priority List and Quick Maintenance Rating
Map (Enclosure 2)
• High Water Levels List and Map (Enclosure 2)
• Infiltration List and Map (Enclosure 2)
• Quick Structural Rating Report Priority List and Quick Structural Rating Map
(Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 arid 5 (Enclosure 4)
Mr. Victor Roflinger
April 12, 2011
Page 2
The Condition Assessment Report will provide you with details regarding the
maintenance and structural condition of your City's sewer mainlines. This information
can be included in your agency's Sewer System Management Plan as a reference in
Chapter 8.0 System Evaluation and Capacity Assurance Plan. The segments with
critical maintenance issues have been cleaned and incorporated into our routine
cleaning schedule for continued monitoring. In addition; the segments with severe
structural defects have either been repaired or will be scheduled for repair as part of the
ongoing Accumulative Capital Outlay Project.
If you have any questions regarding this report or the Condition Assessment Program,
please contact Mr. Robed Swartz, Sewer Maintenance Division, at (626) 300-3367,
Monday through Friday, 8 a.m. to 4 p.m., or rswartz©dpw.lacounty.gov .
Very truly yours,
GAIL FARBER
Director of Public Works
KEITH E. LENTO
Assistant Deputy Director
Sewer Maintenance Division
HK:dh
CoverLetter"ProjNo.Y0TV0809D
Enc.
bc: Programs Development ( MANNING)
KL, MM, RS, FV, File (Project YOTV0809D), SPINDLE
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME:
PROJECT DATE:
SUP. DISTRICT(s):
Report By:
Y0TV0809D
01/26/2009
2
Hanna Kebede
PROJECT MGR:
CONTACT NO:
MAP PAGE(S):
Report Date:
Eric Liu
(626) 300-3369
1705, 1706,1760 & 1761
03/09/2011
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles
Department of Public Works Consolidated Sewer Maintenance District has completed
the closed-circuit television (CCTV) inspection of 199,734 feet or 22.2 percent of the
City of Carson’ sewer system.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment and
Certification Program (PACP) Quick Rating methodology to rank the structural and
maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project Y0TV0809D included sewer lines located in the Cities of Carson, Palmdale,
Palos Verdes Estates and Rolling Hills Estates and unincorporated County of Los
Angeles area. Enclosed for your reference is an overview map of the project area within
your City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for
each pipe segment for either maintenance or structural defects. A grade of 1 indicates
that a pipe segment is in excellent condition with minor defects, while a grade of 5
indicates that a pipe segment may require immediate attention. A detailed breakdown
of the five possible defect grades is as follows:
Grade
Description
Estimate time to Failure
1:
EXCELLENT: Minor Defects.
Unlikely in the foreseeable future
2:
GOOD: Defects that have not begun to deteriorate.
20 years or more
3:
FAIR: Moderate defects that will continue to
deteriorate.
10 to 20 years
4:
POOR: Severe defects that will become grade 5
defects within the foreseeable future.
5 to 10 years
5:
IMMEDIATE ATTENTION: Defects requiring
immediate attention.
Has failed or will likely fail within the
next 5 years
MAINTENANCE REPORT
Our inspection revealed that approximately 71.5 percent of the system televised was
free of blockages or restrictions that would impede sewer flows. However, the
remaining 28.5 percent of the inspected pipe segments within the City of Carson area
had a PACP maintenance grade of 3, 4 or 5 as indicated in the Quick Maintenance
Rating Table shown below. These segments have been incorporated into our routine
cleaning schedule with corrective action taken as noted on the Quick Maintenance
Rating Report Priority List (Enclosure 2).
Also included on this list are deficiencies discovered inside lateral connections to the
mainline. The District does not maintain lateral lines; it is the responsibility of the
property owner to maintain their respective lateral lines to facilitate the flow of
wastewater from their property to the mainline. A letter will be sent to the lateral owner
notifying them of the maintenance issues discovered in their lateral. A sample lateral
notice letter is provided in Enclosure 2 for your reference.
In addition, a color-coded map showing the quick maintenance rating for each pipe
segment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECT
GRADE
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate
Attention
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
108,988
33,726
33,145
20,978
54.6
16.9
16.6
10.5
498
152
124
87
2,897
1.4
15
199,734
100.0
876
High Water Levels
Our inspection revealed that approximately 97.3 percent of the system televised has
adequate capacity. However, the remaining 2.7 percent of the inspected segments
included deficiencies associated with high water levels. Capacity of the sewer pipe can
be determined by analyzing several PACP codes, including Water Level, Water Mark,
and miscellaneous remarks of camera underwater or sags in the line. A sewer pipe can
be considered at capacity when 50% of the diameter of sewer pipe is full of water.
However, there are particular conditions in which the water level or water mark has
reached 50% or greater due to heavy flows in adjoining pipes, a temporary stoppage
due to debris in the sewer lines, or a sag in the line. Therefore, additional review of all
pipe segments with such high water level concerns was conducted to determine
capacity issues, if any. All sewer pipes where Water Level, Water Mark, and
miscellaneous remarks of camera underwater or sags in the line are at or above 50%
capacity, have been outlined and analyzed on the High Water Level table in Enclosure
2. The nature of these high water level conditions is also summarized on this table.
Infiltration
Our inspection revealed that approximately 0.5 percent of the system included in this
project has infiltration within the pipe segment. Infiltration is the ingress of groundwater
into the sewers through a defect or porous area of the pipe wall. All sewer pipes where
infiltration has been found are listed on the Infiltration table (Enclosure 2). This table
also provides the proposed corrective action for these impacted sewer segments. If a
corrective method is proposed, the remediation will be scheduled in the next 24 months
as part of the ongoing Accumulative Capital Outlay Project.
A map showing the sewer lines with high water levels and infiltration is provided in
Enclosure 2.
STRUCTURAL REPORT
Our inspection revealed that approximately 97.1 percent of the inspected pipe segments
within the City of Carson were free of severe structural defects. However, the remaining
2.9 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as
indicated in the Quick Structural Rating Table shown below. The segment has been
place on a priority list based on the severity and the need for action. For Items 1 through
24 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a
corrective action, the proposed corrective method will be scheduled in the next 24
months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map
showing the Quick Structural Rating for each pipe segment is located in Enclosure 3.
Copies of the actual inspection report for these 24 segments are included in Enclosure
4.
QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate
Attention
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
122,125
46,660
25,145
1,521
61.1
23.4
12.6
0.8
550
186
116
7
4,283
2.1
17
199,734
100.0
876
FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future closed-circuit
television (CCTV) inspection of the remaining sewer lines within the City of Carson
according to the following schedule.
2008-2009
PROJECT
NAME
Y0TV0809D
LENGTH
(FT)
199,734
2009-2010
Y0TV0910D
223,795
24.8
IN PROGRESS
2013-2014
2_5
273,838
30.4
FUTURE
2014-2015
2_4
203,659
22.6
FUTURE
901,026
100.0
FISCAL YEAR
TOTAL
PERCENTAGE
OF SYSTEM
22.2
STATUS
COMPLETED
ENCLOSURE 1:
Project Overview Map
*****
EDGAR ST
CLUFF ST
JUDITH PL
ANCHOR AV
BONITA ST
FRIES AV
UTILITY WY
SERRA DR
MISSION DR
A WY
PORTO
L
UP
AV
*****
IN
GT
ON
W
IL M
SCOTTSDALE DR S
AVALON BLVD
IDABE
LL
AV
BANNING BLVD
EAST ST
BROAD ST
FRIES AV
*****
+
C
Non SMD Sanitary Sewers
ID
E
!
(
ST
Non SMD Maintained MH
CCTV Project Area
VE A
GRO
Y0TV0809D
SEA
*****
E CHANDLER ST
SMD Treatment Plants
Trunk Sewerlines
!
(
!
(
!
(
EUBANK AV
E R ST
SMD Pump Stations
Maintained by Others:
V
LAKME AV
BROAD AV
PANAMA AV
RAVENNA AV
RR
CAMELBACK AV
*****
SCOTTSDALE DR N
S COLONY PARK DR
L AV
MARIB
E
PANAMA AV
RAVENNA AV
NEPTUNE AV
1,840
SMD Operations Maps
BANNING BLVD
*****
WILMINGTON BLVD
!
(
!
(
*****
DOBLE AV
E LOMITA BLVD!
(
MARINE AV
BROADWELL AV
1,380
Legend
P
Í
!
(
REALTY ST
E 248TH ST
E 249TH ST
!
(
PACIFIC ST
!
(
!
( O
CE
AN
S
E 247TH ST
E 249TH ST
W R ST
920
SMD Sanitary Sewers
E 246TH ST
E 249TH ST
N FRIES AV
W CHANDLER ST
W R ST
E 247TH ST
!
(
DELORAS DR
!
(
E 246TH PL
ISLAND AV
AV
S-1707
W R ST
!
(
!
(
!
(
E BONDS ST
(
!
(!
E BONDS ST
E 248TH ST
!
( !
(
LOS ANGELES
CT
AV
F
W DON ST
*****
*****
E 246TH ST
LAGOON AV
LIGHT DR
!
(
E 244TH ST
E 248TH ST
BAYVIEW AV
!
(
HARB!
(OR !
(
REALTY ST
BAYPOINT AV
!
(
R
SU
ISLAND AV
*****
RAVENNA AV
*****
NEPTUNE AV
MARBELLA AV
!
(
!
(
!
(
!
(!
(
PACIFIC ST
E 245TH ST
E 247TH ST
CARMEL DR
!
(
!
(
MILL VALLEY WY
EAST DR
!
(
!
(!
(!
!!
(
(
(!
(
ANCHOR AV
DOLORES ST
*****
*****
!
(
(
*****!
!
(
!
(
LINCOLN ST
*****
!
(
460
Feet
!
(
!
(
S-1761
*****
E 244TH ST
S
VAN TRES
!
(
NEPTUNE AV
MARBELLA AV
CATSKILL AV
ENOLA AV
RONAN AV
GULF AV
!
(
0
E 238TH ST
*****
!
(
HICKOCK LN
!
(
*****
S REALTY ST
!
(
E 236TH ST
IRONWOOD LN
GOLD DUST LN
MARINE AV
!
(
!
(
(
!
( !
!
(
O
!
(
KIDDIE LN S
ISLAND AV
!
(
E CIRCLE
!
(
GRACE AV
GULF AV
BOLSA AV
S MAIN ST
S MAIN ST
BOLSA AV
MEHDEN AV
FRIGATE AV
MEHDEN AV
MONETA AV
!
(
!
(
BNSF RR
S MAIN ST
I-110
!
(
(
!
!
(!
(
(!
!
(
!
(
E 233RD ST
LINCOLN ST
MARBELLA AV
N EX
IT 5
!
(
UP RR
P
Í
N AVALON BLVD
*****
E 238TH PL
Cities of
Palmdale, Carson,
Rolling Hills Estates,
Palos Verdes Estates,&
County Unincorporated
KIDDIE LN N
E 238TH ST
!
(
EUDORA
*****
E 237TH ST
E SEPULVEDA BLVD
!
(
S CIRCLE
!
(
E 236TH ST
CATSKILL AV
DELFORD AV
KINARD AV
W
!
(
1ST AV E
RAVENNA AV
RASHDALL AV
MONETA AV
ATMORE AV
ARCHIBALD AV
CAROLDALE AV
SHELL DR
S FIGUEROA ST
MONETA AV
NICOLLE AV
JODY LN
NAFFA AV
*****
*****
CAROLDALE AV
DOBLE AV
BROADWELL AV
*****
DR
CENTER CIRCLE
CIRCLE DR
WEST AV
CARRIAGEDALE DR
E 236TH ST
GULF AV
W CIRCLE
SPICEWOOD LN
STONECLIFF LN
MEYLER AV
MARIGOLD AV
ALEXANDRIA AV
WEST DR
FRAMPTON AV
I-110 S
MEYLER AV
ALEXANDRIA AV
PINEFOREST LN
OAKREST LN
S NORMANDIE AV
PL
OAKHEATH
AV
R
SE
NA
TO
!
(
4TH AV E
2ND AV E
STAGECOACH LN
E 235TH ST
T
HC
6T
23
UP RR
E 230TH ST
W 235TH PL
6TH AV E
3RD AV E
E 234TH ST
CARSON
E 234TH PL
5TH AV E
W 251ST ST
W 252ND ST
!
(
(
!
( !
!
(
!
(
!
((
!
(!
(!
(!
245TH ST
!
(
*****
E 234TH ST
A ST
BELLE PORTE AV
W 234TH ST
E 233RD ST
!
(
244TH ST
*****
E 231ST ST
R AV
OAKHORNE DR
W LOMITA BLVD
!
(
251ST ST
FERNREST DR
E 230TH ST
FIGUERO
!
(
E 232ND ST
SOUTH DR
*****
E 231ST ST
W 235TH ST
(
!!
(
WATSONCENTER RD
E 232ND ST
W 234TH PL
!
(
!
(
!
(!
(
KOLEETA DR
NORTH DR
!
( *****
*****
E 230TH ST
E 232ND PL
W 233RD ST
CARSON
E 226TH PL
E 229TH PL
E 229TH PL
AV
ASHBRIDGE LN
4TH AV W
!
(
E 226TH ST
E 229TH ST
E 229TH ST
CCTV PROJECT
Y0TV0809D
UP RR
E 225TH ST
E 228TH ST
!
(
5TH AV W
PARKSIDE TER
!
(
PISMO DR
W 231ST ST
E JOEL ST
E 224TH PL
E 227TH ST
AN
ASHPARK LN
W 228TH ST
CAMBRIA DR
E 223RD ST
OVERVIEW MAP
E 222ND ST
E 224TH ST
E 227TH ST
!
(
RO N
R
D
245TH ST
HUNT TER !
(
SHADOWBROOK TER
ABRAHAM TER
S-1652
!
(
W 233RD ST
SPRUCE LAKE DR
OAKMERE DR
LN
!
(
W 232ND PL
!
(
DA
E 224TH ST
!
(
W 226TH PL
W 229TH ST
E 223RD ST
S-1760
E JOEL ST
E RENTON ST
!
(
ENOLA AV
E
244TH ST
RN
W 226TH ST
GALAVAN ST
*****
!
(
W SHADWELL ST
W 226TH ST
W 232ND ST
**
***
(W
!
(!
!
(SEPU
!
(
!
(
LV
E
LN
DR
AV
243RD ST
*****
!
(
MARTINSHIRE ST
!
( BLVD
G
ID
R
E
KF
OA
!
(
!
(
!
(
!
(
!
( !
(
!
(
!
(
E 222ND ST
E JOEL ST
W 224TH PL
W NEILSON ST
W 231ST ST
BR
O
NS
CE
!
(
!
(
PO
EM
TI
LN
E 222ND ST
E 222ND ST
E 223RD ST
GULF AV
SA
PA
LN
STONEBRYN DR
!
(!
(
!
(!
(!
(
!
(
H
AS
S-1706
!
(
LN
!
(
LN
D
OO
EW
TH
DR
OD
WO
DR
!
(
ST
U RS T
V
LI
A
HE
E
RN
HO
LIVE
IR
!
(
*****
GINA DR
W 230TH !
ST
(
*****
FA
TE
R
H
SAND
AV
OA
K
K
OA
AK
O
Y
TE
BA
RAYLAND DR !
(
OA
SIS
DR
*****
LIN
DE
NC
LIF
FS
T
WA
OO
D
(
***** !
!
(
232ND ST
CO
OA
K
!
( !
(
VILLAGER LN
*
!
(
KA
YW
E SWOPE ST
E RENTON ST
ANCHO
MARIGOLD AV
232ND ST
DR
!
(!
(
SOROCK DR
IRCLE
WO
OD
BU
RY
DR
BELSON ST
231ST ST
***
*
!
(
(
!
( !
GASTINE ST
C
PARK
MARIPOSA AV
STORM PKWY
!
(
BERENDO AV
UP RR
FRAMPTON AV
!
(
!
(
!
(
PETROLEUM AV
!
(
!
(!
(
AV
!
(
!
(
EXIT 5
227TH ST
!
(
!
(
!
(!
(
W 225TH ST
VIA TESSERA
S FIGUEROA ST
DOBLE
227TH ST
W 224TH PL
ORCHARD AV
!
(
W 224TH ST
W SHADWELL ST
ORCHARD AV
226TH ST
226TH ST
MENLO AV
*****
O
GIAN DR
MCCOY AV
HALLDALE AV
L AM
GIAN DR
*****
226TH ST
!
(
SERENITY LN
SESAME ST
GIAN DR
SONGBIRD WY
!
(
*****
*****
!
(
W 225TH ST
*****
E 222ND ST
E 222ND ST
!
(
VAN DEENE AV
S-1705
!
(
S VERMONT AV
*****
MAXFIELD ST
W 222ND ST
E JAY ST
ISABELLE PL
E LN
HARBOR RI
DG
HALLDALE AV
W 223RD ST
*****
MEYLER ST
*****
!
(
!
(
!
(
HARBOR FRWY & TRANSIT WY
DUNWICH AV
PZ D
E
I-110 S EXIT
7A
W 222ND ST
HARBOR FRWY & TRANSIT WY
W 222ND ST
W 222ND ST
E Q ST
!
(
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List
• Quick Maintenance Rating Map
• High Water Levels
• Infiltration
• High Water Levels and Infiltration Map
• Sample Lateral Notice Letter
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM
NO.
QMR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
5241
5232
5231
513D
5131
5131
512T
512C
5122
5121
5112
5111
5100
5100
5100
4C00
4C00
4A3A
4A31
461C
4632
441E
4434
4432
4335
4334
4334
4333
4332
4332
4331
4331
4313
423J
423D
4233
4233
4233
4233
4232
4231
4231
4231
4231
4231
4231
4231
4211
4211
4200
413F
413D
413D
413C
413A
4138
4135
4135
4134
4134
4133
4133
4133
4132
4132
4132
START MH
1706‐0491
1761‐0095
1761‐0077
1761‐0244
1706‐0541
1705‐0622
1761‐0088
1761‐0174
1706‐0316
1706‐0488
1761‐0079
1761‐0024
1705‐0569
1706‐0436
1705‐0979
1761‐0002
1705‐0595
1706‐0431
1761‐0112
1706‐0370
1706‐0369
1706‐0371
1761‐0185
1706‐0368
1706‐0255
1706‐0375
1706‐0404
1706‐0391
1761‐0172
1761‐0275
1761‐0076
1705‐0535
1706‐0392
1706‐0327
1705‐0529
1706‐0388
1706‐0399
1706‐0372
1761‐0272
1705‐0550
1706‐0664
1705‐0552
1706‐0396
1706‐0404
1706‐0404
1706‐0402
1761‐0196
1761‐0230
1706‐0432
1706‐0436
1706‐0514
1706‐0334
1761‐0140
1761‐0237
1761‐0035
1706‐0489
1761‐0300
1761‐0171
1705‐0533
1761‐0173
1761‐0194
1705‐0536
1706‐0408
1705‐0576
1706‐0373
1706‐0408
END MH
1706‐0489
1761‐0093
1761‐0078
1761‐0245
1706‐0543
1705‐0621
1761‐0087
1761‐0175
1706‐0277
1706‐0489
1761‐0080
1761‐TRNK
1706‐0325
1706‐0435
1705‐0978
1761‐0301
1705‐0594
1706‐0432
1706‐0661
1706‐0369
1706‐0368
1706‐0370
1761‐0186
1706‐0367
1706‐0256
1706‐0374
1706‐0405
1706‐0390
1761‐0178
1761‐0274
1706‐0493
1705‐0534
1706‐0391
1706‐0318
1705‐0408
1706‐0387
1706‐0400
1706‐0373
1761‐0273
1705‐0551
1706‐0588
1705‐0553
1706‐0397
1706‐0409
1706‐0403
1706‐0403
1761‐0197
1761‐0231
1706‐0433
1706‐0437
1706‐0513
1706‐0331
1761‐0139
1761‐0235
1761‐0036
1706‐0486
1761‐0059
1761‐0177
1705‐0534
1761‐0179
1761‐0195
1705‐0535
1706‐0407
1705‐0575
1706‐0274
1706‐0409
STREET
OBSERVATION
Corrective Action Taken
EASEMENT by PACIFIC ST
238TH ST
ALLEY BY LINCOLN ST
ALLEY BY LOMITA BL
EASEMENT by GULF AV
EASEMENT by FIGUERROA ST
REALTY ST
CAMEL BACK NORTH
CAROLDALE AV
PACIFIC ST
ALLEY BY AVALON BL
REALTY ST
EASEMENT by W 229TH ST
MAIN ST
EASEMENT by FIGUERROA ST
ISLAND AV
228TH ST
MAIN ST
EASEMENT BY MARIBEL AV
233RD ST
233RD ST
233RD ST
TOMAHAWK LN
233RD ST
ORCHARD AV
234TH ST
ARCHIBALD AV
235TH ST
PALAMINO LN
INDIAN SCHOOL LN
ALLEY BY FRIES AV
MONETA AV
235TH ST
231ST ST
223RD ST
234TH ST
235TH ST
233RD ST
JACKRABBIT LN
226TH ST
CATSKILL AV
226TH ST
235TH ST
CARRIAGEDALE DR
CARRIAGEDALE DR
NAFFA AV
LARIAT LN
ALLEY BY LOMITA BL
MAIN ST
MAIN ST
EASEMENT BY MARIBELLA AV
231ST ST
SCOTTSDALE NORTH
FRIES AV
BANNING BV
EASEMENT by PACIFIC ST
WILMINGTON AV
QUAIL ROW LN
223RD ST
OCOTILLO LN
MESQUITE LN
MONETA AV
ATMORE AV
EASEMENT by NICOLLE AV
233RD ST
ATMORE AV
Deposits: attached grease Deposits: attached grease; roots
Deposits: attached grease
Deposits: attached grease; water level high Deposits: attached grease Obstacle: near MH 621
Deposits: attached grease
Deposits: attached grease; roots
Roots: water level sag (35%)
Deposits: attached grease
Deposits: attached encrustation Infiltration gusher: 11'
Deposits Deposits: attached grease
Obstacle: near MH 978
Water level sag (40%‐50%); camera underwater
Camera underwater entire segment
Water level sag (50%); camera underwater
Deposits: attached grease Roots
Roots
Roots
Roots; deposits
Roots
Roots
Roots
Roots
Deposits: attached grease; water level sag Roots
Deposits: attached grease; roots
Deposits: attached grease; roots
Roots; high water level Water level (25%)
Water level sag (30%‐ 50%); camera underwater
Water Level sag (50%); camera underwater
Roots Water level (25%‐30%)
Roots
Roots
Roots: lateral 7' and 320'
Roots; water level (10%‐20%)
Roots
Deposits: attached grease; water level sag (35%)
Roots; water level (20%‐25%)
Roots; water level (20%‐25%)
Roots
Roots inside lateral Alignment down (25%); obstacle near MH 231
Water level sag (80%); camera underwater
Roots
Deposits: attached grease
Water level sag (50%); camera underwater
Deposits: attached grease
Deposits: attached grease
Deposits: attached grease
Deposits: attached grease
Water level sag (50%‐65%); camera underwater
Roots
Water level (35%‐50%); camera underwater
Roots
Roots; water level high Roots; water level (20%‐25%)
Deposits: attached grease; encrustation 216'‐225'
Roots
Roots
Roots
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Rodded
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Rodded
Rodded
Rodded
Hydrojet
Rodded
Hydrojet
Hydrojet
Rodded
Rodded
Rodded
Rodded
Rodded
Rodded
Rodded
Rodded
Hydrojet
Rodded
Rodded
Hydrojet
Rodded
Hydrojet
Hydrojet
Rodded
Rodded
Rodded
Rodded
Rodded
Lateral notice will be sent to property owner. Hydrojet
Rodded
Rodded
Rodded
Rodded
Rodded
Lateral notice will be sent to property owner. Hydrojet
Rodded
Rodded
Hydrojet
Hydrojet
Hydrojet
Rodded
Rodded
Hydrojet
Hydrojet
Rodded
Rodded
Rodded
Rodded
Rodded
Rodded
Rodded
Hydrojet
Hydrojet
Completed Date
10/13/2010
10/18/2010
10/18/2010
10/18/2010
10/28/2010
10/29/2010
10/18/2010
10/18/2010
01/21/2011
10/13/2010
10/18/2010
10/18/2010
10/29/2010
10/22/2010
10/29/2010
10/18/2010
10/22/2010
10/13/2010
10/18/2010
10/08/2010
10/08/2010
10/08/2010
10/14/2010
10/08/2010
10/15/2010
10/15/2010
10/08/2010
10/13/2010
10/29/2010
10/14/2010
10/03/2010
10/22/2010
10/13/2010
10/13/2010
10/22/2010
10/08/2010
10/08/2010
10/08/2010
10/14/2010
10/18/2010
10/18/2010
10/08/2010
10/08/2010
10/08/2010
10/08/2010
10/03/2010
10/22/2010
10/08/2010
10/28/2010
10/13/2010
10/18/2010
10/15/2010
10/15/2010
10/28/2010
10/18/2010
10/15/2010
10/15/2010
10/15/2010
10/15/2010
10/15/2010
10/22/2010
10/22/2010
10/05/2010
10/05/2010
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM
NO.
QMR
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
4132
4131
4131
4131
4131
4131
4131
4131
412R
412Q
412I
412B
4129
4125
4123
4122
4122
4122
4122
4121
4121
4121
4121
4121
4121
4121
4121
411D
411A
411A
4114
4112
4111
4100
4100
4100
3F21
3C00
3B00
3A23
3A11
3A00
3922
372F
3700
3700
362A
351A
3429
3421
3421
3421
341I
332G
3325
331J
331A
3318
3318
3315
322C
3225
3224
3224
3223
3223
START MH
1761‐0199
1706‐0611
1706‐0694
1761‐0169
1706‐0522
1706‐0403
1706‐0478‐A
1706‐0447
1761‐0313
1761‐0240
1706‐0512
1706‐0479
1705‐0547
1761‐0114
1706‐0591
1706‐0543
1706‐0636
1761‐0142
1706‐0376
1706‐0388
1706‐0496
1761‐0007
1761‐0303
1706‐0389
1706‐0281
1706‐0676
1706‐0292
1706‐0422
1761‐0252
1706‐0539
1705‐0560
1706‐0441
1706‐0511
1705‐0531
1706‐0433
1705‐0978
1761‐0164
1761‐0149
1706‐0331
1705‐0618
1706‐0352
1761‐0044
1706‐0500
1706‐0270
1706‐0340
1706‐0435
1705‐0009
1705‐0558
1761‐0164
1706‐0310
1706‐0423
1706‐0271A
1706‐0503
1705‐0530
1761‐0113
1761‐0140
1706‐0416
1761‐0105
1706‐0580
1705‐0575
1761‐0162
1705‐0548
1706‐0526
1761‐0283
1761‐0109
1761‐0139
END MH
1761‐0200
1706‐0610
1706‐0586
1761‐0176
1706‐0521
1706‐0264
1706‐0479
1706‐TRNK
1761‐0314
1761‐0237
1706‐0513
1706‐TRNK
1705‐0546
1761‐0115
1706‐0496
1706‐0544
1706‐0635
1761‐0188
1706‐0375
1706‐0273
1706‐0497
1761‐0006
1761‐TRNK
1706‐0269
1706‐0280
1706‐TRNK
1706‐0670
1706‐0421
1706‐0638
1706‐0538
1705‐0564
1706‐0442
1706‐0667
1705‐0530
1706‐0434
1705‐TRNK
1761‐0162
1761‐0148
1706‐0327
1705‐0619
1706‐0351
1761‐0043
1706‐0516
1706‐0271
1706‐0337
1706‐0381
1705‐0010
1705‐0557
1761‐0139
1706‐0309
1706‐0424
1706‐0271
1706‐0504
1705‐0529
1761‐0114
1761‐0190
1706‐0415
1706‐0602
1706‐0579
1705‐0574
1761‐0163
1705‐0547
1706‐0663
1761‐0282
1761‐0108
1761‐0191
STREET
OBSERVATION
Corrective Action Taken
KINSWOOD LN
ALLEY BY E 237TH ST
ALLEY BY DOLORES ST
RAWHIDE LN
EASEMENT BY DOLORES ST
CARRIAGEDALE DR
NEPTUNE AV
MAIN ST
236TH ST
FRIES AV
EASEMENT BY MARIBELLA AV
NEPTUNE AV
225TH ST
MARIBEL AV
PANAMA AV
EASEMENT GULF AV
229TH PL
VAQUERO LN
234TH ST
234TH ST
EASEMENTBY SEPULVEDA BV
247TH ST
SEPULVEDA BV
235TH ST
FIGUEROA ST
FIGUEROA ST
FIGUEROA ST
CARRIAGEDALE DR
ALLEY BY E 230TH ST
EASEMENT BY MAIN ST
EASEMENT by 226TH PL
MAIN ST
EASEMENT by REALTY ST
223RD ST
MAIN ST
EASEMENT by FIGUERROA ST
PARADISE VALLEY NO.
SCOTTSDALE SOUTH
231ST ST
223RD ST
230TH ST
SEPULVEDA BV
ALLEY BY SEPULVEDA BL
EASEMENT by FIGUERROA ST
231ST ST
234TH ST
FIGUEROA ST
226TH PL
CENTRAL PARK NORTH
EASEMENTby 229th ST
FRIGATE AV
FIGUERROA ST
EASEMENT by REALTY ST
223RD ST
MARIBEL AV
YELLOW BOOT LN
CARIAGEDALE DR
237TH ST
229TH ST
EASEMENT by NICOLLE AV
PARADISE VALLEY NO.
225TH ST
EASEMENT by ENOLA AV
GOLD DUST LN
EASEMENT by IDABELLA AV
ZUNI LN
Roots inside lateral Deposits: attached grease; water level high (25%)
Roots
Roots inside laterals 39' and 190'
Obstacles: MH 521
Roots; water level (20%)
Deposits: attached grease
Alignment down (45%); obstacle (126')
Water level sag (25%‐50%); camera underwater
Deposits: attached grease; roots
Water level high; camera underwater; corrosion
Deposits: attached grease; water level sag (25%); alignment down (25%)
Roots; water sag (35%)
Deposits: attached grease; water level (25%)
Water level (40%‐50%); camera underwater
Deposits (asphalt) at 74'
Roots; deposits: attached grease; water level high
Roots
Roots inside lateral Roots
Water level (40%‐50%); camera underwater
Roots insiede lateral
Alignment down (25%)
Water level (25%‐35%)
Roots
Alignment down (25%)
Deposits: attached grease; alignment down (45%)
Roots Roots
Roots
Roots inside lateral
Roots inside lateral Alignment left down, 35%
Water level (35%‐50%); camera underwater
Roots inside lateral: 130' Alignment down (35%)
Deposits: attached grease Water level sag (35%‐50%)
Water level sag (35%‐50%)
Water level sag (40%); deposits: attached grease
Water level sag (35%‐50%)
Water level sag (40%)
Deposits: attached grease
Water level sag (25‐50%); deposits: attached grease
Water level sag (40%)
Water level sag (40%)
Deposits
Roots; water level (50%)
Deposits: attached grease; water level sag (25%)
Roots
Roots inside lateral: 153'
Water level sag (25‐50%); deposits: attached grease
Roots inside lateral: 77'
Water level sag (25‐50%)
Deposits: attached grease Roots
Roots inside lateral: 183'
Roots inside laterals: 158',216' and 271'
Water level (sag); deposits: attached grease
Roots inside laterals: 111',165' and 232'
Roots inside laterals: 30' and 193'
Roots inside lateral: 93' Roots; deposits: attached grease
Roots inside laterals: 32',149' and 151'
Roots; deposits: attached grease Deposit: attached grease Lateral notice will be sent to property owner. Hydrojet
Rodded
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Rodded
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Lateral notice will be sent to property owner. No action needed. Hydrojet
Hydrojet
No action needed. Hydrojet
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. No action needed. Rodded
Lateral notice will be sent to property owner. No action needed. Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Rodded
Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Rodded
Rodded
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Rodded
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Completed Date
10/04/2010
10/22/2010
11/03/2010
10/05/2010
10/28/2010
11/03/2010
10/06/2010
10/04/2010
10/28/2010
10/28/2010
10/22/2010
10/06/2010
10/28/2010
10/28/2010
10/04/2010
10/06/2010
10/05/2010
10/28/2010
10/07/2010
10/07/2010
10/04/2010
10/07/2010
10/06/2010
10/04/2010
10/22/2010
11/03/2010
10/22/2010
10/04/2010
01/21/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/21/2011
01/24/2011
02/22/2011
02/22/2011
01/24/2011
01/24/2011
01/21/2011
02/22/2011
01/24/2011
01/24/2011
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM
NO.
QMR
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
3222
3221
3221
3221
3221
321B
321A
321A
321A
3219
3219
3216
3216
3215
3215
3215
3214
3213
3213
3212
3211
312Z
312I
312I
312A
312A
3127
3126
3125
3125
3123
3123
3123
3122
3122
3122
3122
3122
3121
3121
3121
3121
3121
3121
3121
3121
3121
3121
3121
311K
311E
311E
311E
311C
311B
311B
311A
311A
311A
311A
311A
311A
3119
3118
3118
START MH
1705‐0592
1761‐0106
1761‐0161
1706‐0275
1706‐0271A
1705‐0543
1705‐0020
1706‐0421
1706‐0256
1706‐0564
1705‐1058
1706‐0634
1761‐0280
1705‐0523
1705‐0607
1761‐0279
1706‐0361
1706‐0364
1705‐0603A
1706‐0415
1761‐0063
1761‐0036
1761‐0312
1761‐0175
1761‐0247
1706‐0341
1706‐0355
1706‐0602
1706‐0651
1761‐0114
1706‐0629
1761‐0193
1761‐0036
1706‐0497
1761‐0251
1706‐0535
1761‐0158
1706‐0280
1761‐0239
1706‐0453
1706‐0550
1706‐0585
1706‐0536
1705‐0551
1706‐0337
1705‐1072
1761‐0135
1761‐0046
1706‐0449
1705‐0542
1706‐0574
1761‐0154
1706‐0510
1761‐0106
1706‐0380
1705‐0596
1706‐0383
1706‐0628
1706‐0639
1761‐0116
1706‐0564
1706‐0312
1706‐0381
1706‐0360
1705‐0021
END MH
1705‐0593
1761‐0105
1761‐0163
1706‐0274
1706‐0272
1705‐0544
1705‐0021
1706‐0416
1706‐0257
1706‐0565
1705‐0554
1706‐0635
1761‐0281
1705‐0522
1705‐0022
1761‐0278
1706‐0362
1706‐0365
1705‐0604
1706‐0414
1761‐0062
1761‐0062
1761‐0313
1761‐0181
1761‐0246
1706‐0342
1706‐0356
1706‐0595
1706‐0654
1706‐0607
1706‐0630
1761‐0192
1761‐0049‐A
1706‐0491
1706‐0635
1706‐0536
1761‐0284
1706‐0279
1761‐0240
1706‐0454
1706‐0586
1706‐0584
1706‐0537
1705‐0552
1706‐0334
1705‐0004
1761‐0286
1761‐0047
1706‐0674
1705‐0543
1706‐0573
1761‐0153
1706‐0512
1761‐0107
1706‐0381
1706‐0312
1706‐0382
1706‐0627
1706‐0646
1761‐0115
1706‐0563
1706‐0313
1706‐0382
1706‐0275
1705‐0022
STREET
OBSERVATION
Corrective Action Taken
228TH ST
PACIFIC ST
PARADISE VALLEY NO.
CAROLDALE AV
FIGUERROA ST
224TH PL
224TH ST
CARRIAGEDALE DR
ORCHARD AV
232ND PL
226TH PL
GRACE AV
HICKOCK LN
227TH ST
224TH ST
HORSESHOE LN
232ND ST
232ND PL
MONETA AV
NICOLLE AV
PACIFIC ST
PACIFIC ST
236TH ST
MILLWARD LN
MARINE AV
FRIGATE AV
229TH ST
PANAMA AV
EASEMENT by 232ND ST
234TH ST
CATSKILL AV
SQUAW PEAK LN
PACIFIC ST
EASEMENT by LINCOLN ST
229TH PL
EASEMENT by SEPULVEDA BV
GERONIMO LN
FIGUERROA ST
FRIES AV
MARBELLA AV
ALLEY BY 235TH ST
ALLEY By 229TH ST
EASEMENT by GULF AV
226TH ST
231ST ST
228TH ST
STAGECOACH LN
LINCOLN ST
MAIN ST
224TH PL
230TH ST
SCOTTSDALE SOUTH
EASEMENT by REALTY ST
237TH ST
234TH ST
CAROLDALE AV
234TH PL
CATSKILL AV
EASEMENT by 230TH ST
MARIBEL AV
232ND PL
CAROLDALE AV
MEHDEN AV
232ND ST
224TH ST
Infiltration dripper: 45'; deposits: attached grease Roots; deposits: attached grease
Roots
Water level: sag (40‐50%)
Roots inside laterals: 38' and 62'
Roots inside lateral: 142' Roots
Roots in lateral: 218' Roots inside lateral: 283' Roots inside lateral: 154' Roots
Deposits: attached grease; roots
Roots
Roots
Water level (25%)
Roots in lateral: 34' Roots
Roots inside lateral: 247' Roots
Roots inside lateral: 183' Water level sag (25%); deposits: attached grease Deposits: attached grease; water level sag (25%); roots
Tap break in intruding: 112'; water level sag (25%)
Deposits: attached grease; roots
Deposits: attached grease
Deposits: attached grease; encrustation Infiltration dripper: inside MH 1706‐0356
Deposits: attached grease; water level high; roots
Deposits: attached grease; water level high; roots
Deposits: attached grease; water level high
Deposits: attached grease; roots
Roots
Deposits: attached grease; roots
Deposits: attached grease; water level (40%)
Deposits: attached grease
Roots inside laterals: 46' and 140'
Roots inside laterals: 190' and 229'
Roots inside lateral: 109' Roots inside lateral: 123' Deposits: attached grease inside lateral: 119'
Roots
Roots inside lateral: 63' Deposits: attached grease; roots; intruding tap break‐in: 49' Roots inside lateral: 85' Infiltration dripper: near MH 337; deposits: attached grease
Roots inside lateral: 94' Roots inside lateral: 65' Roots inside lateral: 208' Surface corrosion (metal pipe); Obstacle: external pipe inside MH 674
Roots inside lateral: 207' Roots Roots
Roots inside lateral: 98' Roots
Roots inside lateral: 83'
Roots
Obstacles; roots; water level high
Roots
Roots inside lateral: 113'
Roots inside lateral: 108'
Roots
Roots
Water level (30%‐35%) Roots
Roots inside lateral: 230'
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Rodded
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Hydrojet
Rodded
Rodded
Hydrojet
Hydrojet
Hydrojet
Rodded
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Rodded
Lateral notice will be sent to property owner
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Rodded
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Completed Date
01/24/2011
01/31/2011
01/31/2011
01/31/2011
01/31/2011
01/31/2011
01/21/2011
01/31/2011
01/31/2011
01/31/2011
01/21/2011
01/21/2011
01/31/2011
01/24/2011
02/11/2011
01/24/2011
01/24/2011
01/31/2011
01/31/2011
01/21/2011
01/21/2011
02/11/2011
02/22/2011
01/31/2011
02/22/2011
01/24/2011
01/31/2011
01/31/2011
01/21/2011
01/21/2011
02/22/2011
01/21/2011
01/24/2011
01/21/2011
01/31/2011
01/21/2011
01/21/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM
NO.
QMR
198
199
200
201
202
203
204
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
3117
3117
3117
3116
3114
3114
3114
3113
3113
3113
3113
3113
3112
3112
3112
3111
3111
3111
3111
3111
3111
3100
3100
3100
3100
3100
3100
3100
3100
START MH
1761‐0102
1705‐0560
1706‐0363
1761‐0251
1706‐0567
1761‐0049‐A
1761‐0143
1706‐0384
1706‐0655
1761‐0072
1706‐0311
1706‐0392
1706‐0647
1706‐0374
1761‐0199
1706‐0498
1761‐0054
1761‐0055
1705‐0557
1705‐0538
1706‐0410
1706‐0482
1706‐0578
1761‐0100
1706‐0358
1705‐0594
1706‐0268
1706‐0267
1706‐0258
END MH
1761‐0103
1705‐0559
1706‐0364
1761‐0259
1706‐0568
1761‐0049
1761‐0145
1706‐0383
1706‐0656
1761‐0071
1706‐0312
1706‐0393
1706‐0648
1706‐0698
1761‐0272
1706‐0495
1761‐0053
1761‐0054
1705‐0556
1705‐0537
1706‐0409
1706‐0483
1706‐0579
1761‐0098
1706‐0327
1705‐0593
1706‐0267
1706‐0265
1706‐0261
STREET
OBSERVATION
Corrective Action Taken
238TH ST
226TH PL
232ND PL
229TH PL
232ND ST
PACIFIC ST
SCOTTSDALE NORTH
234TH PL
ALLEY BY 232ND ST
DELORAS DR
229TH ST
235TH ST
ALLEY BY 231ST ST
234TH ST
CAMELBACK SOUTH
EASEMENT BY SEPULVEDA BV
REALTY ST
REALTY ST
226TH PL
MONETA AV
CARRIAGEDALE DR
EASEMENT BY ISLAND AV
MAIN ST
AVALON BV
ATMORE AV
228TH ST
FIGUERROA ST
FIGUERROA ST
FIGUEROA ST
Roots
Roots
Roots inside lateral: 15'
Roots
Roots inside lateral: 287'
Roots Obstacle bulit in to structure inside MH 0143 (gas trap)
Roots Water level (30%‐55%)
Roots Roots
Roots inside lateral: 185'
Roots inside lateral: 279'
Roots inside lateral: 117'
Roots inside lateral: 143'
Deposits: attached grease Roots
Obstacles: MH 54
Roots inside lateral: 12'
Roots inside lateral: 8'
Roots inside lateral: 205'
Water level (25%); deposits: attached grease
Water level (25%); deposits: attached encrustation
Obstacles (construction debris): near MH 100
Deposits: attached encrustation Roots inside lateral: 256'
Roots inside lateral: 93'
Deposits: attached encrustation; 260'; water level high: 225'‐260' Obstacles (construction debris): inside MH 258
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Lateral notice will be sent to property owner. Hydrojet
Hydrojet
Rodded
Hydrojet
Hydrojet
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Hydrojet
Rodded
Hydrojet
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Rodded
Rodded
Hydrojet
Rodded
Lateral notice will be sent to property owner. Lateral notice will be sent to property owner. Rodded
Rodded
Completed Date
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/24/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
01/28/2011
02/22/2011
02/22/2011
02/22/2011
02/22/2011
02/22/2011
611
534
W 223RD ST
533
337
351
350
345
363
365
375
376
S FIGUEROA ST
256
260261
244
257W 235TH ST
258259
271
388W 234TH PL
270
269
389
377
387
577
582
W 234TH ST
378
390
391
385
384
630
631
622
621
690
*****
406
407
412
383
392
400 W 235TH ST
393399
413
418
419
394
395
396
398
397
649
568
563
426
ISABELLE PL
JUDITH PL
FRIES AV
MARINE AV
GRACE AV
ANCHOR AV
1: EXCELLENT
270
258
2: GOOD
260
3: FAIR
259
261
4: POOR
5: IMMEDATE ATTENTION
266
ADOBE LN
265
E 230TH ST
647
646
645
255 262
267
648
653E 231ST ST
650
651
264
263
254
253
652
111
E 232ND ST 655
654
S-1706
124
125
BA
122
112
656
615
557
556
E 234TH PL
555
657E 234TH ST
607
614
551
529
E 236TH ST
527
526
114
126
658
550 549
659
528
525
127
612
118
611
E 236TH ST
660
605
FA
Siphon
Í
SMD Pump Satations
EN
+ SMD Treatment Plants
C
Maintained by Others:
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
129
133
ST
P
Trunk Sewerlines
132
IR
HA
V
DROP
269
131
119
Standard
Trap
128
116
!
(
#
*
!
?
115
606
Other
W
X
ST 121
RT
O
YP 123
113
!
U
Manhole Type
268
120
662
SMD Manholes
Shallow
S-1761
661
693
562
561
E 234TH ST
558
553 E 235TH ST
552
437
531
530
W 235TH PL
251
*****
252
Legend
SMD Sanitary Sewers
617
616
554
438
638
618
559
960
Feet
257
250
E 229TH PL
635
639
640
619
613
427
RAVENNA AV
NEPTUNE AV
MARBELLA AV
643
586
382
641
644
694
435
636
642
691
E 232ND ST
567
327 289
326
325
634
633
632E 229TH ST
629
585
432
436
268
401
380
640
313
628
569
367
381
320
290
318
319
E 228TH ST
473
484
637
574
E 231ST ST
570
560E 233RD ST
379
474
626
627
624
366
368
370 W 233RD ST
369
386
676
262
625
623
434
371
483
256
583
620
566
364
926
494
495
514
581
565 E 232ND PL
564
374
698
273
580
572
E 230TH ST
573
571
346347348 349
515
576575
431
293
312
V
362
361
493
*****
373 372
278699
272
284689
320
496
584
E 229TH PL
430 578
344
317
SERRA DR
357
356
W 229TH PL
355
353W 230TH ST
352
342
516
752
429
579
O
295
521
520
CARSON
343
W 231ST ST
340
751
321
475
311
MISSION DR
750
482
316
PORTOLA WY
339
518 517
428
341
338
1032
485
322
476
310
"
‚
334
735
589
481
299
S-1760
315
QUICK
MAINTENANCE
RATING
(QMR)
301
309
323
ANCHOR AV
FRIGATE AV
DELFORD AV
KINARD AV
335
336
354
736
734
492
486
314
ANCHOR AV
ORCHARD AV
746
491
RAVENNA AV
274 W 233RD ST
279
*****
331
745
747PISMO DR 749
748737
FRIGATE AV
280
303
306
308
522
524 E 227TH ST
523
519
590
433
360W 232ND PL
307
0
692
275
285
255
I-110 S EXIT
5
327
744
CAMBRIA DR
732
733
333
585
317
277
276
480
1060
289
246
245
318
Supervisorial District 2
City of Carson
329
305
S COLONY PARK DR
316
330
582
588
583 W 228TH
ST
584
332
359
487
CATSKILL AV
S FIGUEROA ST
D AV
288
281
319
741
MONETA AV
HARBOR FRWY & TRANSIT WY
R
ORCHA
247
287
738
730 731
329
326
358
Y0TV0809D
235
328
478 E 224TH ST
324
PANAMA AV
314
MARTINSHIRE ST
304
315
290
291W 232ND ST 292 W 232ND ST
670 282 283
322
578
739PISMO DR
740 743
742
W 229TH ST
325
328
323
320 W 230TH ST
321
295
294MARTINSHIRE ST
293
593
568
570
592569
ARCHIBALD AV
303
305W 231ST ST
306
253
292
*****
296W 231ST ST
S FIGUEROA ST
MENLO AV
298W 230TH ST 297
313
ARCHIBALD AV
307W 230TH ST
308
CAROLDALE AV
311
300
490
*****
324
499
DOLORES ST
312
594
CCTV PROJECT
234E 222ND ST
513
1030 525
587
BAY WOOD DR
310W 229TH ST
479
497
591
1029
FRIGATE AV
309
488
512
1058554
586
CYPRESS DR
595
596
1
571
KINARD AV
1072 3
489
498
553
556 555
W 226TH PL
557
581580
577
OAK KNOLL DR
599
RASHDALL AV
W NEILSON ST
598
MONETA AV
4
552
579
566
NICOLLE AV
597
500
546
572564
MORRO DR
575
2
ATMORE AV
10 5
CO
375
551W 226TH ST
559558
560
567
ATMORE AV
11
249
248
573
603
574
600
576
81
547
562
563 561
601
231
505
477
ENOLA AV
604
NICOLLE AV
1074
1073
548W 225TH ST
550
565
9 6
12
502
972
E 223RD ST 409
503E 223RD ST 970
504
511
549
1125
602GINA DR
507
545 1026
E 229TH ST
W SHADWELL ST 541
540
SHELL DR
82
W 226TH ST
605
538
539
544
W 224TH PL
543
RONAN AV
1126 606
510
GULF AV
1132
1057
381
542
537
17
113316
VENICE ST
7
FIRENZE ST
8
13
VIA TESSERA
1127 1128
11231124
1122
1075
JODY LN
85
621 622
620
ORCHARD AV
86
14W SHADWELL ST
1129
15
1130 1131
978 979
508
501
S MAIN ST
HARBOR FRWY & TRANSIT WY
459
623
536
DELFORD AV
W 224TH PL
18
635 E SWOPE ST
624
E 222ND ST
251
230
252
*****
KINARD AV
19
643
509
619
526
*****
607
MONETA AV
458
618
527
377
636
641
407 617
529
528
616
408
S MAIN ST
21W 224TH ST
22
CAROLDALE AV
*****
20
615
530
637
ENCLOSURE 2
634
ISLAND AV
608
614
531
640
S MAIN ST
23
613
532
535
87
645
644
638
MARIBEL
A
610
S-1705
88
964E 222ND ST
965
957
10201048
943
24
*****
954
E 222ND ST
639
642
25
456
457
937
647
646
NEPTUNE AV
W 222ND ST
935
BOLSA AV
46
936
405
404
406
MARBELLA AV
931 932
933 934
956
955
953
CATSKILL AV
930
952
GULF AV
1018
451
951
BOLSA AV
929
938
942
MEHDEN AV
1021
944
MEHDEN AV
I-110 S EXIT
7A
45 26
KINARD AV
1016
Y0TV0809D
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
415
417
416
DELFORD AV
KINARD AV
NICOLLE AV
410
414
419
418
420
394
550 549
551
529
427
548 547546
424
545
439
CARSON
539
422423
538
663
543
536
*****
535
534
533
588
598
597E 238TH ST
SMD Sanitary Sewers
1: EXCELLENT
MISSION DR
S-1761
107
106
2: GOOD
104
3: FAIR
4: POOR
102
103
101
5: IMMEDATE ATTENTION
!
U
93
592
591
134
499
498
519
E SEPULVEDA BLVD
517
518
669
496
507
513
511
667
Other
Manhole Type
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
?
Siphon
Í
SMD Pump Satations
P
+ SMD Treatment Plants
C
33
32
PACIFIC ST
84
489 488
Maintained by Others:
Trunk Sewerlines
*****
503
510 S REALTY ST 504
506
512
15
490
444
445
77
LINCOLN ST
83
492
491
501
502
508
NEPTUNE AV
A ST
FIGUERO
MARBELLA AV
514
LINCOLN ST
509
76
493*****
666 497494
495
500
516
443
S MAIN ST
108
105
595
593
596
665 E 238TH PL 590
589
515
485
486
487
484
505 482
483
668
480
481
Non SMD Sanitary Sewers
31 REALTY ST
87
85
*****
86
90
29
*****
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
E BONDS ST
30
SMD Operations Maps
Y0TV0809D
BNSF RR
241
446447
13
456
469
457 E 244TH ST 468
E 244TH ST 233
232
459
466
E 245TH ST
234
249
235
MARINE AV
470
12
FRIES AV
467
ISLAND AV
*****
453
458
PANAMA AV
454
NEPTUNE AV
455
MARBELLA AV
N EX
IT 5
Legend
117
SMD Manholes
442
I-110
605
604
95
532
960
118
E 237TH ST
594
602
542
520
640
Feet
116
E 238TH PL
441
W SEPULVEDA BLVD
541
540
320
119
603
608
601
600
599
523
AV
252
609*****
610
664
NA N
537
587
524
521
RO
440
0
606
611
E 236TH ST
660
522
*****
612
525
E 236TH ST
527
526
544
421
ANCHOR AV
S MAIN ST
438
128
115
659
528
O
126
658
613
CT
TH
236 426
W
425
AV
614
553 E 235TH ST
552
437
531
530
W 235TH PL
MARIBEL
BOLSA AV
MEHDEN AV
395
396
398
397
556
E 234TH PL
555
114
"
‚
409
411
554
657E 234TH ST
607
FRIES AV
400 W 235TH ST
393399
413
412
MONETA AV
A ST
404
ATMORE AV
NAFFA AV
CAROLDALE AV
UERO
*****
265
CARRIAGEDALE DR
264
403
408
586
382
127
MARIBEL AV
392
615
557
E 234TH ST
558
ENOLA AV
S FIG
266
405
559
436
391
407
383
435
ISLAND AV
384
113
694
381
T
OR 123
YP
A
B
122
662
PANAMA AV
390
385
380
656
693
562
561
*****
386
560E 233RD ST
379
W 234TH ST
378
ST
125
616
367
QUICK
MAINTENANCE
RATING
(QMR)
124
112
RAVENNA AV
377
254
661
RAVENNA AV
376
387
406
ARCHIBALD AV
*****
S-1706
263
402
563
CATSKILL AV
375
676
401
366
368
370 W 233RD ST
369
268
267
FRIGATE AV
DELFORD AV
MORRO DR
SHELL DR
371
389
262
365
Supervisorial District 2
City of Carson
111
E 232ND ST 655
654
RAVENNA AV
258259
364
Y0TV0809D
255 262
267
253
652
651
650
649
434
388W 234TH PL
270
269
363
CCTV PROJECT
617
565 E 232ND PL
564
374
698
362
361
MONETA AV
ORCHARD AV
I-110 S EXIT
5
257W 235TH ST
568
618
566
ENCLOSURE 2
266
653E 231ST ST
619
CATSKILL AV
373
271
E 232ND ST
567
644
691
648
647
646
645
643
DOLORES ST
360W 232ND PL
274W 233RD ST 372
273
569
432
433
256
244
349
642
*****
280
260261
243
346347348
E 231ST ST
570
270
*****
252
E 230TH ST
692
275
278699
272
284689
240
343
W 231ST ST
340
574
620
571
317
279
245
337
431
572
E 230TH ST
573
690
638
639
640
641
ANCHOR AV
239
334
345
276
285
255
336
350
342
622
621
259
251
635
E 229TH PL
636
637
630
631
585
576
575
GULF AV
246
237
331
327
333
339
351
344
341
338
577
E 229TH PL
430 578
352
MEHDEN AV
289
318
330
353 W 230TH ST
735
FRIGATE AV
288
359
316
277
281
S FIGUEROA ST
*****
236
287
RD A V
ORCHA
247
290
291W 232ND ST 292 W 232ND ST
670 282 283
S FIGUEROA ST
235
HARBOR FRWY & TRANSIT WY
HARBOR FRWY & TRANSIT WY
249
248
335
629
736
734
CAMBRIA DR
732
733
KINARD AV
294MARTINSHIRE ST
293
250
358
746
745
741
332
NICOLLE AV
MARTINSHIRE ST
304
315
730731
319
MONETA AV
230
329
326
ATMORE AV
295
ARCHIBALD AV
303
314
322
320 W 230TH ST
321
ARCHIBALD AV
296W 231ST ST
305W 231ST ST
306
CAROLDALE AV
297
CO
313
307W 230TH ST
308
S FIGUEROA ST
MENLO AV
301302
298W 230TH ST
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
569
644
691
653E 231ST ST
619
618
568
597E 238TH ST
532
499
498
519
669
518
442
516
LINCOLN ST
509
507
S MAIN ST
513
445
511
667
485
486
487
484
505 482
483
668
480
481
PACIFIC ST
33
32
466
86
90
29
REALTY ST
88 89
PARADISE VALLEY N
*****
20
30
E BONDS ST
28
25
26
E 245TH ST
234
235
248
*****
12
S-1761
67 68
73
44
43
45
63
62
36
UTILITY WY
AV
IN
GT
ON
IL M
!
U
Other
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
?
Siphon
Í
SMD Pump Satations
P
65
64
75
300
+ SMD Treatment Plants
C
Maintained by Others:
Trunk Sewerlines
60
61
56
53
54
55
37
39
70DELORAS DR
71
OC
E
LOS ANGELES
E 246TH ST
74
66
46
47LINCOLN ST
E BONDS ST
38
69
SMD Manholes
Manhole Type
AN
SI
DE
ST
57
58
59
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
52
SMD Operations Maps
27
241
E 244TH ST 233
232
249
4: POOR
5: IMMEDATE ATTENTION
35
REALTY ST
50
51
1: EXCELLENT
308
E 238TH ST
307
41
48
23
22 24
SMD Sanitary Sewers
298
40
*****
FRIES AV
470
ISLAND AV
PANAMA AV
RAVENNA AV
NEPTUNE AV
MARBELLA AV
459
467
306
*****
453
458
282
Legend
3: FAIR
281
GOLD DUST LN
*****
455
454
21
960
2: GOOD
*****
92
87
31
85
MARINE AV
13
469
457E 244TH ST 468
315
49PACIFIC ST
*****
446447
314
276
277
HORSESHOE LN
297
279
278
HICKOCK LN
18
17
34 19
BNSF RR
456
16
14
81
*****
503
510 S REALTY ST 504
506
512
84
489 488
313
82
91
490
444
7980
78
15
83LINCOLN ST
492
491
501
502
508
NEPTUNE AV
514
MARBELLA AV
515
312
274
42
***** 77
76
493
666 497494
495
500
275
311
E 236TH ST
310
309
296
303
285
640
273
100
496
517
443
99
E SEPULVEDA BLVD
FRIES AV
534
533
272
302
134
MARIBEL AV
535
160 159
GERONIMO LN
320
Feet
93
592
591
665 E 238TH PL 590
589
520
167
0
200
FIESTA LN
280
292
146
168
97 98
157156KIDDIE LN S
283
284
158
95
542
148
EAST RIDGE LN
291
147
96
E 238TH PL
441
290
107
102
103
101
DOVECOTE LN
109
110
104
595
593
596
288
150
166
COYOTE LN
289
149
CARSON
106
105
153
CENTRAL PK S 199
151
165
W
108
KINGSWOOD LN
196
197
"
‚
536
AV
541
540
117
604
603
608
588
598
605
133
ST
O
221
UP RR
BONITA ST
NA N
GULF AV
RO
537
521
EN
224
SEAGROVE AV
522
440
599
523
RH
AV
180
139
SEAGROVE AV
663
543
118
601 E 237TH ST
594
602
600
287
FA
I
222
184
BAYPOINT AV
538
609*****
610
664
132
119
116
ISLAND AV
539
587
524
606
223
BANNING BLVD
544
S-1706
131
220
174NAVAJO LN
EAST ST
545
439
611
198
QUICK
MAINTENANCE
RATING
(QMR)
218
OCOTILLO LN
173
179
162
140
219
E 233RD ST
225
164 MILLWARD LN
181
CENTRAL PK N 175
144 316
271
MESQUITE LN
155 143154
194 195
128
E 236TH ST
660
ENOLA AV
548 547546
525
E 236TH ST
527
526
CATSKILL AV
438
Supervisorial District 2
City of Carson
176
LAKME AV
612
613
129
191
ZUNI LN
115
659
528
190
141
*****
529
126
658
550 549
551
Y0TV0809D
UP RR
PALOMINO LN
182
172
178
CAMELBACK AV
553 E 235TH ST
552
437
531
530
CCTV PROJECT
210
QUAIL ROW LN
171
177
BROAD AV
614
114
189
IDABELL AV
E 234TH PL
555
PANAMA AV
436
556
657E 234TH ST
607
*****
554
207
163
142
*****
AV
586
MARIBEL
*****
RAVENNA AV
CATSKILL AV
615
557
E 234TH ST
558
127
ANCHOR AV
559
662
113
694
188
PARADISE VALLEY S
561
656
693
562
UNION HILLS LN
187
137
SCOTTSDALE DR N
BA
122
121
T
OR
YP 123
SCOTTSDALE DR S
125
112
169
136
170
161
TOMAHAWK LN
185
186
120
ST
616
560E 233RD ST
435
124
661
434
205
206
204
138KIDDIE LN N
111
E 232ND ST 655
654
ALBATROSS AV
563
135
286
617
692
565 E 232ND PL
564
202
E 230TH ST
203
SQUAW PEAK LN
192
193
STAGECOACH LN
AVALON BLVD
E 232ND ST
567
DOLORES ST
566
433
201
ENCLOSURE 2
294
268
269
254
253
652
651
650
649
264
263
BROAD ST
432
267
293
S COLONY PARK DR
E 231ST ST
570
255 262
648
647
646
645
643
620
571
E 230TH ST
642
266
ADOBE LN
265
SERRA DR
690
574
E 230TH ST
573
RAVENNA AV
S MAIN ST
431
572
641
270
*****
252
PORTOLA WY
622
621
575
638
639
640
259
251
E 229TH PL
635
MISSION DR
576
636
637
630
631
585
ANCHOR AV
629
582
577
E 229TH PL
430 578
72
Y0TV0809D
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
ENCLOSURE 2
HIGH WATER LEVELS
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM NO.
1
QMR
START MH
END MH
STREET
OBSERVATION WATER LEVEL: LOCATION
CORRECTIVE ACTION
4C00
1761‐0002
2
4C00
3
COMPLETED DATE
1761‐0301
ISLAND AV
Water level sag; camera underwater
(50%‐100%): 135'‐150'
Hydrojet 10/18/2010
1705‐0595
1705‐0594
228TH ST
Camera underwater
(100%): 129'
Rodded 10/22/2010
4A3A
1706‐0431
1706‐0432
MAIN ST
Water level sag; camera underwater
(50%‐100%): 270'‐320'
Hydrojet
10/13/2010
4
423J
1706‐0327
1706‐0318
231ST ST
Water level high; camera underwater
(50%‐100%): 38'‐240'
Hydrojet
10/13/2010
5
423D
1705‐0529
1705‐0408
223RD ST
Water level high; camera underwater (upstream of trunk line)
(50%‐100%): 0'‐96'
Rodded
10/22/2010
6
4211
1706‐0432
1706‐0433
MAIN ST
Water level sag; camera underwater
(80%‐100%): 0'‐23'
Rodded
10/22/2010
7
413D
1706‐0334
1706‐0331
231ST ST
Water level sag; camera underwater
(50%‐100%): 90'‐235'
Rodded
10/22/2010
8
4135
1761‐0300
1761‐0059
WILMINGTON AV
Water level sag; camera underwater
(50%‐100%): 125'‐145'
Hydrojet
10/18/2010
9
4134
1705‐0533
1705‐0534
223RD ST
Water level sag; camera underwater
(50%‐100%): 6'‐22'
Rodded
10/15/2010
10
412R
1761‐0313
1761‐0314
236TH ST
Water level sag; camera underwater
(50%‐100%): 300'‐350'
Hydrojet
10/06/2010
11
4123
1706‐0591
1706‐0496
PANAMA AV
Water level sag; camera underwater
(50%‐100%): 170'‐220'
Hydrojet
10/28/2010
12
4121
1706‐0496
1706‐0497
EASEMENT
Water level high; camera underwater
(50%‐100%): 70'‐315'
Hydrojet
10/28/2010
13
4100
1705‐0531
1705‐0530
223RD ST
Water level sag; camera underwater (upstream of trunk line)
(50%‐100%): 150'‐305'
Rodded
10/22/2010
14
3C00
1761‐0149
1761‐0148
SCOTTSDALE SOUTH
Water level (sag) (35%‐50%): 70'‐145'
Hydrojet
01/28/2011
15
3B00
1706‐0331
1706‐0327
231ST ST
Water level (sag) (35%‐50%): 126'‐250'
Hydrojet
01/28/2011
16
3A11
1706‐0352
1706‐0351
230TH ST
Water level (sag) (35%‐50%): 168'‐215'
Hydrojet
01/28/2011
17
3A00
1761‐0044
1761‐0043
SEPULVEDA BV
Water level (sag) (40%): 299'‐353'
Hydrojet
01/28/2011
18
3700
1706‐0340
1706‐0337
231ST ST
Water level (sag) (40%): 228'‐256'
Hydrojet
01/28/2011
19
3700
1706‐0435
1706‐0381
234TH ST
Water level (sag) (40%): 302'‐334'
Hydrojet
01/28/2011
20
3421
1706‐0271A
1706‐0271
FIGUERROA ST
Water level (sag) (25%‐50%): 280'‐294'
Hydrojet 01/29/2011
21
332G
1705‐0530
1705‐0529
223RD ST
Water level (upstream of trunk line)
(25%‐50%): 30'‐318'
Rodded
02/22/2011
22
3221
1706‐0275
1706‐0274
CAROLDALE AV
Water level (sag) (40%‐50%): 40'‐180'
Hydrojet
01/31/2011
23
3113
1706‐0655
1706‐0656
ALLEY BY 232ND ST
Water level (sag) (30%‐55%): 250'‐353'
Hydrojet
01/28/2011
ENCLOSURE 2
INFILTRATION
CITY OF CARSON (Y0TV0809D)
as of 07/08/09
ITEM
NO.
QMR
1
2
3
4
5111
3222
3127
3121
START MH
1761‐0024
1705‐0592
1706‐0355
1706‐0337
END MH
1761‐TRNK
1705‐0593
1706‐0356
1706‐0334
STREET
OBSERVATION
Corrective Action Taken
REALTY ST
228TH ST
229TH ST
231ST ST
Infil Gusher 11'
Infil Dripper 45' and 134' Infil Dripper inside MH 1706‐0356
Infil Dripper 0.1' No action needed. No action needed. No action needed. No action needed. ENCLOSURE 2
W 223RD ST
533
531
!
530
!
!
GULF AV
BOLSA AV
E 222ND ST
529 408
!
CCTV PROJECT
Y0TV0809D
E 222ND ST
CATSKILL AV
W 222ND ST
E JAY ST
IN ST
S MA
534
!
KINARD AV
RASHDALL AV
I-110 N
NICOLLE AV
EXIT 7
PALM CT
E JAY ST
Supervisorial District 2
City of Carson
E 223RD ST
!
HIGH WATER
LEVEL
E 223RD ST
E 224TH ST
*****
CAROLDALE AV
W 224TH ST
VENICE ST
CORDOBA CT
FIRENZE ST
ATHENA PL
0
220
440
660
880
W 225TH ST
Feet
S MAIN ST
VIA TESSERA
KINARD AV
S-1705
W SHADWELL ST
ATHENA PL
O
W 224TH PL
MONETA AV
W 224TH PL
CO
*****
HARBOR FRWY & TRANSIT WY
S FIGUEROA ST
*****
W SHADWELL ST
Legend
W 226TH ST
W 226TH ST
High Water Level
CARSON
W 226TH PL
!
SMD Manholes
P
Í
SMD Pump Satations
W 232ND ST
352
CATSKILL AV
351
!
337
!
W 231ST ST
!
MEHDEN AV
FRIGATE AV
DELFORD AV
KINARD AV
NICOLLE AV
331
!
E 231ST ST
432
!
L
HP
TH ST
E 230
E 230TH ST
431
!
29T
*****
!
DOLORES ST
W 230TH ST
S MAIN ST
327
!
E2
E 229TH PL
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
*****
W 229TH PL
BOLSA AV
318
!
ENOLA AV
GULF AV
*****
CYPRESS DR
OAK KNOLL DR
MORRO DR
SHELL DR
E 229TH ST
E 232ND ST
W 232ND ST
MONETA AV
MARTINSHIRE ST
MARTINSHIRE ST
E 229TH ST
CAMBRIA DR
ATMORE AV
W 231ST ST
W 231ST ST
S FIGUEROA ST
HARBOR FRWY & TRANSIT WY
W 230TH ST
W 230TH ST
ARCHIBALD AV
W 230TH ST
W 229TH ST
CAROLDALE AV
S-1706
E 228TH ST
Non SMD Sanitary Sewers
PISMO DR
BAY WOOD DR
ATMORE AV
W 229TH ST
PISMO DR
W 228TH ST
MORRO DR
!
SMD Treatment Plants
Trunk Sewerlines
595 594
!
+
C
Maintained by Others:
FRIGATE AV
KINARD AV
RASHDALL AV
W NEILSON ST
DELFORD AV
E 227TH ST
NICOLLE AV
JODY LN
ORCHARD AV
GINA DR
Y0TV0809D
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
W 232ND ST
!
327
!
!
352
351
337
!
BOLSA AV
MEHDEN AV
FRIGATE AV
DELFORD AV
KINARD AV
NICOLLE AV
331
Y0TV0809D
E 230TH ST
E 230TH ST
Supervisorial District 2
City of Carson
E 231ST ST
E 231S
!
T ST
HIGH WATER
LEVEL
!
E 232ND ST
433
W 232ND PL
!
E 232ND PL
W 233RD ST
W 234TH ST
272
S MAIN ST
E 233RD ST
381
!
0
435
!
MONETA AV
*****
!
E 234TH ST
W 235TH ST
DELFORD AV
KINARD AV
NICOLLE AV
MONETA AV
ATMORE AV
UERO
ARCHIBALD AV
NAFFA AV
FRIGATE AV
E 235TH ST
W
660
880
High Water Level
!
SMD Manholes
P
Í
SMD Pump Satations
+
C
W 235TH PL
SMD Treatment Plants
Maintained by Others:
E 236TH ST
CT
TH
236
E 236TH ST
A ST
E 237TH ST
RO
NA N
CATSKILL AV
CARRIAGEDALE DR
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
E 238TH ST
SMD Operations Maps
Y0TV0809D
AV
U
FIG
AS
E RO
GULF AV
Trunk Sewerlines
Non SMD Sanitary Sewers
ENOLA AV
S FIG
CAROLDALE AV
RAVENNA AV
S-1706
271
!
CARSON
440
Legend
E 234TH PL
*****
W 234TH PL
SHERYL CIR
220
Feet
T
E 238TH PL
E 238TH PL
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
E SEPULVEDA BLVD
W SEPULVEDA BLVD
MARBELLA AV
S FIGUEROA ST
O
!
MEHDEN AV
W 233RD ST
434
ARCHIBALD AV
!
E 232ND ST
CATSKILL AV
275
DOLORES ST
!
274
W 235TH ST
CCTV PROJECT
*****
432
W 231ST ST
!
ENCLOSURE 2
E 229TH PL
!
S MAIN ST
W 230TH ST
431
!
E 229TH ST
BAY WOOD DR
E 229TH PL
340
S FIGUEROA ST
S FIGUEROA ST
318
MONETA AV
MARTINSHIRE ST
MARTINSHIRE ST
W 232ND ST
ATMORE AV
W 231ST ST
CAMBRIA DR
ARCHIBALD AV
W 231ST ST
CAROLDALE AV
W 230TH ST
CYPRESS DR
W 230TH ST
MORRO DR
SHELL DR
W 230TH ST
LINCOLN ST
MARCH 2011
655
*****
Y0TV0809D
E 233RD ST
OCOTILLO LN
Supervisorial District 2
City of Carson
NAVAJO LN
UP RR
MESQUITE LN
APACHE LN
KINGSWOOD LN
EN
ST
!
IDABELL AV
ENOLA AV
*****
E 237TH ST
149
!148
INDIAN SCHOOL LN
FIESTA LN
E 236TH ST
313
!
314
!
CAMELBACK AV
RH
AV
CACTUS LN
E 236TH ST
591
E 238TH PL
S-1761
!
FRIES AV
!
43
!
CARSON
*****
High Water Level
SEAGROVE AV
LAKME AV
BROAD AV
ALBATROSS AV
*****
AN
SI
DE
E 246TH ST
E 248TH ST
BOM
B
LOS ANGELES
*****
E 249TH ST
2
E 249TH ST
301
!
E LOMITA BLVD
SEAGROVE AV
BAYPOINT AV
MONTEREY DR
E 249TH ST
*****
CARMEL DR
E 248TH ST
!
SMD Manholes
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Maintained by Others:
GTO
N AV
!
!
Trunk Sewerlines
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
RR
SMD Operations Maps
Y0TV0809D
AY A
V
BAYPOINT AV
E 247TH ST
E 248TH ST
E 248TH ST
ST
BN
SF
*****
*****
FRIES AV
E 247TH ST
MARINE AV
ISLAND AV
PANAMA AV
RAVENNA AV
NEPTUNE AV
E 246TH PL
OC
E
DELORAS DR
*****
MARBELLA AV
E 245TH ST
E 246TH ST
BAYPOINT AV
E BONDS ST
E 244TH ST
!
59
SEAGROVE AV
E BONDS ST
*****
BANNING BLVD
MARIBEL AV
REALTY ST
REALTY ST
300
*
****
E 247TH ST
EAST ST
BROAD ST
*****
ISLAND AV
NEPTUNE AV
RAVENNA AV
PACIFIC ST
PACIFIC ST
*****
HIGHLAND WY
Legend
LINCOLN ST
*****
E 244TH ST
1,360
!
LINCOLN ST
S REALTY ST
1,020
44
LINCOLN ST
MARBELLA AV
S-1706
680
Feet
E SEPULVEDA BLVD
496
!
497
340
GOLD DUST LN
WIL
MIN
AV
0
GERONIMO LN
BONITA ST
NAN
RO
O
E 238TH ST
KIDDIE LN S
E 238TH ST
E 238TH PL
MILL VALLEY WY
HIGH WATER
LEVEL
CENTRAL PK S
FA
I
E 236TH ST
CATSKILL AV
CCTV PROJECT
PALOMINO LN
MILLWARD LN
CENTRAL PK N
ZUNI LN
PARADISE VALLEY S
E 235TH ST
PARADISE VALLEY N
EL AV
MARIB
PANAMA AV
*****
RAVENNA AV
CATSKILL AV
DOLORES ST
*****
ANCHOR AV
E 234TH ST
SCOTTSDALE DR N
656
!
ENCLOSURE 2
QUAIL ROW LN
UNION HILLS LN
*****
E 233RD ST
P
S COLONY PARK DR
Y
BA
ST
T
OR
SCOTTSDALE DR S
E 232ND PL
E 234TH ST
!
UP RR
RAWHIDE LN
TOMAHAWK LN
AVALON BLVD
E 232ND ST
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
CAROLDALE AV
CCTV PROJECT
W 224TH PL
Y0TV0809D
KINARD AV
W SHADWELL ST
S-1705
S MAIN ST
W 226TH ST
MONETA AV
VENICE ST
ATHENA PL
W 226TH ST
Supervisorial District 2
City of Carson
S MAIN ST
W SHADWELL ST
W 225TH ST
MARBELLA AV
W 224TH PL
ENCLOSURE 2
*****
W 224TH ST
W 226TH PL
INFILTRATION
O
FRIGATE AV
E 228TH ST
CATSKILL AV
ENOLA AV
RONAN AV
W 228TH ST
ATMORE AV
W 229TH ST
KINARD AV
592
!
0
GULF AV
593
!
RASHDALL AV
W NEILSON ST
DELFORD AV
E 227TH ST
NICOLLE AV
JODY LN
GINA DR
Infiltration
!
SMD Manholes
P
Í
SMD Pump Satations
*****
BAY WOOD DR
CYPRESS DR
356
!
E 229TH PL
E 229TH PL
*****
W 230TH ST
CAMBRIA DR
334
!
337
!
E 230TH ST
E 231ST ST
DOLORES ST
E 230TH ST
*****
BOLSA AV
MEHDEN AV
FRIGATE AV
DELFORD AV
KINARD AV
NICOLLE AV
MONETA AV
ATMORE AV
MARTINSHIRE ST
E 231S
MEHDEN AV
E 232ND PL
MONETA AV
Trunk Mh
!
(
Non SMD Maintained MH
Y0TV0809D
E 232ND ST
W 232ND PL
ARCHIBALD AV
!
(
SMD Operations Maps
W 231ST ST
W 233RD ST
Non SMD Sanitary Sewers
Parcel Boundary
T ST
E 232ND ST
W 233RD ST
+ SMD Treatment Plants
C
Maintained by Others:
Trunk Sewerlines
S MAIN ST
ARCHIBALD AV
S-1706
W 230TH ST
OAK KNOLL DR
SHELL DR
CAROLDALE AV
W 231ST ST
MORRO DR
E 229TH ST
W 230TH ST
800
E 229TH ST
W 229TH ST
!
355
600
Legend
PISMO DR
W 229TH PL
400
Feet
CARSON
PISMO DR
200
E 233RD ST
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
ENCLOSURE 2
CCTV PROJECT
Y0TV0809D
Supervisorial District 2
City of Carson
INFILTRATION
O
0
25
50
75
100
Feet
Legend
S-1761
CARSON
Infiltration
!
SMD Manholes
P
Í
SMD Pump Satations
+ SMD Treatment Plants
C
Maintained by Others:
Trunk Sewerlines
REALTY ST
Non SMD Sanitary Sewers
24
!
!
(
Trunk Mh
!
(
Non SMD Maintained MH
AVALON BLVD
Parcel Boundary
SMD Operations Maps
Y0TV0809D
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
GAIL FARBER, Director
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
IN REPLY PLEASE
August 19, 2010
REFER TO FILE:
SM-1
Current Property Owner
3476 Marengo Ave
Altadena, CA 91001
Dear Property Owner:
SEWER LATERAL ROOT INTRUSION
3476 MARENGO AVE, ALTADENA, CALIFORNIA 91001
As the agency responsible for the maintenance of the sanitary sewer system in your
area, the County of Los Angeles Consolidated Sewer Maintenance District (District) is
providing you with this letter informing you that the sewer lateral serving the property
located at 3476 Marengo Ave, Altadena, California 91001, requires maintenance and is
in violation of County Code 20.24.080 Maintenance of Sewer Laterals, which states:
“All house laterals, industrial connection sewers, septic tank outlet connections
to STEP system, and appurtenances thereto existing as of January 23, 1953, or
thereafter constructed, shall be maintained by the owner of the property served in
a safe and sanitary condition, and all devices or safeguards which are required by
this Division 2 for the operation thereof shall be maintained in good working
order.”
Using closed-circuit television (CCTV) camera technology, the District recently televised
the sanitary sewer mainline and discovered the presence of roots in your sewer lateral
connection. The intrusion of the roots from your lateral may block the flow of sewage in
the mainline sewer causing a sanitary sewer overflow upstream of your property.
Since the CCTV inspection, the sewer mainline has been cleaned and blockages from
root growth have been removed; however, the root blockage in your sewer lateral is still
present. As the property owner, you are responsible for the entire length of the sewer
lateral, which includes the portion that extends beyond the property line into the public
right of way. We request that you contact a qualified plumbing contractor to service
Current Property Owner
August 19, 2010
Page 2
your sewer lateral within 90 days to remove roots and any other obstructions that may
cause a sewage backup. Failure to do so may result in future overflows and subject
you to civil prosecution, reimbursement costs, and fines up to $1,000.
Reference 20.24.160 Violation - Penalty; 20.24.170 Continued violations; 20.32.690
Reimbursement for repairs and maintenance following violations.
Prior to your plumbing contractor servicing your lateral, please notify the District’s sewer
maintenance yard in your area at (626) 446-5227 to arrange for authorization to access
the downstream manhole.
During your lateral service, your plumbing contractor must protect the District’s sewer
mainlines from dislodged roots and other debris by utilizing catcher baskets at the
manhole downstream from your lateral connection.
After your lateral has been serviced, please notify the District office, Mr. Fernando
Villaluna,
Sewer
Maintenance
Division,
at
(626)
300-3380
or
[email protected].
For your reference, we have enclosed photos of your lateral connection showing the
presence of the root blockage. Also enclosed are some literature on ways of minimizing
sewer overflows and damage to your home.
Thank you for helping the Department of Public Works keep the public’s sewers clean
and in good working order.
Very truly yours,
GAIL FARBER
Director of Public Works
JOHN T. WALKER
Assistant Deputy Director
Sewer Maintenance Division
PK:
Enc.
bc: JW, KL, RS, FV, RH, File (Lateral Notice), SPINDLE
3476 MARENGO AVE
ALTADENA
Roots at Lateral Connection
Minimizing Sewer Overflows and Damage to Your Home
The sewer system within the County of Los Angeles Consolidated Sewer Maintenance
District (District) is comprised of a series of underground pipes. Many are publicly owned;
however, the sewer laterals are entirely owned by the private property owner they serve.
The laterals extend from the building to the mainline within the street (or within an easement
at the rear of your home). The laterals are typically four inches in diameter while the
District’s mainline is typically at least eight inches in diameter. The private property owner
is responsible for the entire length of the lateral, which includes that portion that may be
located within the public right of way (under the asphalt and street landscaping).
SEWER LATERALS - AREAS OF RESPONSIBILITY
property boundary
Owner is responsible for sewer blockages up to
the sewer main.
wash basin toilet
footpath
road
footpath
sewer laterals
sewer main
Owner’s Responsibility
tree roots
County’s Responsibility
Sewer backups can cause tremendous damage to the interior of a home. In order to
minimize these, the District provides continual maintenance services for the public sewer
mainlines.
Unfortunately, sewer laterals are often not maintained by private property owners until a
disaster strikes. “Out of sight, out of mind” is a typical approach to sewer lateral
maintenance and operation by many. It is our hope that we can provide you various means
of addressing these issues and thus minimize your risk of an overflow entering your home.
The three methods we suggest are:
1. Maintain your lateral through proper cleaning, repair, and replacement
2. Do not place improper items into the sewer or make improper connections to the
sewer
a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the
sewer lines and may cause sewer spills.
b. Do not pour fats, oils, and grease in your drains as these products harden
and stick to the inside of the sewer pipes, which build up and may eventually
cause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
ENCLOSURE 3:
• Quick Structural Rating Report
Priority List
• Quick Structural Rating Map
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST CITY OF CARSON (Y0TV0809D)
as of 07/10/09
Item No.
QSR
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
5242
5223
5142
5142
5141
513Z
513A
5131
5124
5122
5122
5121
511H
5111
5111
5100
5100
413L
413J
413G
4131
4121
4121
4121
Start MH
1706‐0503
1761‐0102
1706‐0676
1706‐0539
1761‐0074
1706‐0500
1761‐0045
1761‐0310
1706‐0367
1706‐0388
1706‐0316
1761‐0077
1706‐0481
1706‐0472
1706‐0271A
1706‐0453
1706‐0276
1706‐0537
1706‐0504
1706‐0535
1706‐0279
1706‐0622
1706‐0567
1705‐0582
End MH
1706‐0504
1761‐0103
1706‐TRNK
1706‐0538
1761‐0066
1706‐0516
1761‐0041
1761‐0311
1706‐0381
1706‐0387
1706‐0277
1761‐0078
1706‐0482
1761‐0010
1706‐0272
1706‐0454
1706‐0275
1706‐0538
1706‐0506
1706‐0536
1706‐0278
1706‐0623
1706‐0568
1705‐0581
Street
Observation: Location
Proposed Corrective Method
EASEMENT BY REALTY ST
238TH ST
FIGUEROA ST
EASEMENT BY MAIN ST
LINCOLN ST
ALLEY BY SEPULVEDA BL
SEPULVEDA BV
236TH ST
MEHDEN AV
234TH PL
CAROLDALE AV
ALLEY BY AVALON BL
EASEMENT BY ISLAND AV
EASEMENT BY PANAMA AV
FIGUERROA ST
MARBELLA AV
CAROLDALE AV
EASEMENT BY MAIN ST
REALTY ST
EASEMENT SEPULVEDA BL
FIGUERROA ST
ALLEY BY 229TH PL
232ND ST
KINARD AV
Broken (visible concrete patch): 127' Broken/deformed: 76'
Broken (visible concrete patch): 47'
Broken/ deformed: 148'
Broken: 297', 310'; cracks: 305'
Hole with visible void: 121', cracks: multiple locations
Broken: 183'; fracture: 53'
Broken 248'; fractures: 71'
Broken (visible concrete patch): 209'
Broken: 272'
Broken (visible concrete patch): 45'
Broken (visible concrete patch): 298'
Broken: 139'; cracks: multiple locations Hole (visible concrete patch): 39'
Broken/deformed: 115' Broken with visible soil: 161'
Broken with soil visible: 1'
Broken: 237': cracks: multiple locations
Broken: 159'; cracks: multiple locations
Fractures: : 77'; cracks: multiple locations
Fractures and cracks: multiple locations
Fracture: 144'
Broken with gasket visible: 28' Fractures: 125'
Lining: MH to MH
Point Repair Lining: MH to MH Lining: MH to MH
Lining: MH to MH
Lining: MH to MH
Linng: MH to MH
Lining: MH to MH Structural integrity in tact. No action needed.
Point Repair Structural integrity in tact. No action needed.
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact. No action needed.
Point Repair Point Repair Emergency Repair by Yard (Completed 06/11/09)
Lining: MH to MH
Lining: MH to MH
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact. No action needed.
Structural integrity in tact. No action needed.
Structural integrity in tact. No action needed.
Length of Repair (FT)
287
58
151
345
354
348
353
334
161
240
260
221
87
943
611
534
W 223RD ST
533
258259
271
676
*****
268
270
269
JUDITH PL
RAVENNA AV
GULF AV
NEPTUNE AV
ISABELLE PL
505
305
389
480
478 E 224TH ST
324
W 231ST ST
340
515
514
E 229TH ST 580
342
343
E 229TH PL
430 578
431
362
363
364
577
376
377
W 234TH ST
378
386
391
385
379
384
563
367
383
RAVENNA AV
NEPTUNE AV
636
559
649
554
436
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
HACIENDA LN
ISLAND AV
GRACE AV
638
270
*****
252
259
261
266
ADOBE LN
265
E 230TH ST
647
646
645
CATALINA LN
255 262
263 264
267
648
653E 231ST ST
650
268
254
253
S-1761
111
661
S-1706
124
125
BA
122
112
656
E 234TH ST
657
607
ST
T
OR
P
Y 123
662
113
127
114
126
614
658
400 W 235TH ST
393399
394
398
397
395
553 E 235TH ST
552
437
531
530
W 235TH PL
551
529
550 549
659
528
613
612
Standard
DROP
Shallow
W
X
Trap
!
?
Siphon
Í
SMD Pump Satations
119
116
118
Maintained by Others:
Trunk Sewerlines
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0809D
129
128
606
+ SMD Treatment Plants
C
Non SMD Sanitary Sewers
131
396
!
(
121
115
392
Other
#
*
120
556
E 234TH PL
555
!
U
Manhole Type
P
652
651
5: IMMEDATE ATTENTION
SMD Manholes
269
586
382
251
E 232ND ST 655
654
615
557
E 234TH ST
558
SMD Sanitary Sewers
257
250
E 229TH PL
635
639
640
693
562
561
289
327
326
325
617
694
435
641
644
616
560E 233RD ST
Legend
313
260
618
568
960
290
258
619
E 232ND ST
567
640
Feet
318
319
634
633
632E 229TH ST
643
691
366
381
474
E 228TH ST
473
484
642
569
E 231ST ST
570
432
566
380
630
631
690
574
E 230TH ST
573
571
368
483
629
622
621
434
370 W 233RD ST
369
312
628
623
585
576
320
626
627
624
581
345
365
625
620
346347348 349
0
293
256
583
575
350
295
317
MISSION DR
ENOLA AV
RONAN AV
516
582
572
311
O
297
"
‚
339
926
494
495
584
429579
344
341
338
493
637
351
321
475
299
310
521
520
355
353W 230TH ST
352
482
316
320
496
752
357
356
354W 229TH PL
736
735
751
315
ANCHOR AV
FRIGATE AV
GULF AV
518 517
CARSON
750
485
301
309
S-1760
323
322
476
MARIBEL
AV
337
1032
481
PANAMA AV
336
589
428
734
492
486
*****
333
590
747PISMO DR 749
748737
746
491
314
ANCHOR AV
487
RAVENNA AV
745
519
584 588
335
371
390
QUICK
STRUCTURAL
RATING
(QSR)
308
FRIES AV
490
1060
565 E 232ND PL
564
387
303
306
292
*****
744
CAMBRIA DR
732
733
334
361
375
Supervisorial District 2
City of Carson
329
328
307
522
524 E 227TH ST
523
692
388W 234TH PL
499
MARBELLA AV
S MAIN ST
KINARD AV
743
585
BAY WOOD DR
741
MONETA AV
273
260261
257W 235TH ST
582
433
374
479
CATSKILL AV
331
274W 233RD ST 372
373
698
Y0TV0809D
234E 222ND ST
235
253
513
1030 525
587
276
360W 232ND PL
488
497
DOLORES ST
327
330
586
578
W 228TH ST
583
332
256
244
577
BOLSA AV
730 731
329
284689
S FIGUEROA ST
ORCHARD AV
738
319
358
CCTV PROJECT
231
ANCHOR AV
245
W 229TH ST
325
328
323
318
489
512
591
1029
317
277
279
278699
272
570
592569
322
579
581580
568
739 740
742
326
359
500
498
*****
285
255
593
320 W 230TH ST
321
316
275
280
502
477
1058 554
MEHDEN AV
289
553
556 555
W 226TH PL
557
MEHDEN AV
314
594
559558
FRIGATE AV
599
567
566
571
ARCHIBALD AV
D AV
288
281
552
572564
MORRO DR
313
MARTINSHIRE ST
304
315
S FIGUEROA ST
287
324
ARCHIBALD AV
HARBOR FRWY & TRANSIT WY
HARBOR FRWY & TRANSIT WY
S FIGUEROA ST
305W 231ST ST
306
290
291W 232ND ST 292 W 232ND ST
670 282 283
R
ORCHA
*****
595
312
295
246
I-110 S EXIT
5
W NEILSON ST
598
596
1
307W 230TH ST
308
294MARTINSHIRE ST
293
972
507 506
E 223RD ST 409
503E 223RD ST 970
508
501
546
562
560
NICOLLE AV
597
CAROLDALE AV
MENLO AV
296W 231ST ST
547
551W 226TH ST
DELFORD AV
575
2
309
298W 230TH ST 297
247
601
MONETA AV
1072 3
548W 225TH ST
DELFORD AV
602GINA DR
573
603
574
600
ATMORE AV
4
300
249
248
604
563 561
ATMORE AV
CO
375
10 5
643
509
619
526
E 222ND ST
251
230
252
636
511
549
550
576
11
618
527
623
545 1026
1125
310W 229TH ST
311
303
W 226TH ST
605
W SHADWELL ST 541
540
544
S MAIN ST
1126 606
1074
1073
407 617
529
528
616
408
377
635 E SWOPE ST
624
637
641
S MAIN ST
1132
538
539
NICOLLE AV
9 6
640
510
W 224TH PL
543
CYPRESS DR
VENICE ST
113316
565
82
81
542
537
17
1057
12
615
530
638
536
SHELL DR
381
VIA TESSERA
1127 1128
11231124
1122
1075
JODY LN
ORCHARD AV
85
7
FIRENZE ST
14W SHADWELL ST
1129
15
1130 1131
978 979
621 622
8
E 222ND ST
639
642
ENCLOSURE 3
350
*****
KINARD AV
W 224TH PL
18
459
13
645
644
*****
607
MONETA AV
19
614
531
535
21W 224TH ST
22
458
620
964E 222ND ST
965
646
634
504
CAROLDALE AV
*****
20
86
957
647
MARINE AV
608
S-1705
87
954
E JAY ST
405
404
349 348
351
E 221ST ST
353
SERRA DR
23
613
532
974630
625
S COLONY PARK DR
610
KINARD AV
24
88
937
406
25
456
457
936
W 222ND ST
935
956
955
10201048
MORRO DR RASHDALL AV
46
933 934
1024
PALM CT
MARBELLA AV
931 932
942
1023
1022
CATSKILL AV
930
1019
951E JAY ST 953
938
952
GULF AV
929
1018
451
OAK KNOLL DR
1021
944
939
941W JAY ST 940
928
BOLSA AV
45 26
925
KINARD AV
1016
RASHDALL AV
945
948
949
NICOLLE AV
I-110 S EXIT
7A
I-110 N
EXIT 7
44 27
10151013
132
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
DOLORES ST
563
410
415
417
416
DELFORD AV
KINARD AV
414
420
398
397
529
T
HC
6T
23 426
W
425
438
548 547546
CARSON
E 236TH ST
527
526
545
439
544
423
422
539
538
541
540
*****
536
*****
535
588
598
534
597E 238TH ST
MARIBEL
AV
MISSION DR
605
108
533
532
E SEPULVEDA BLVD
517
518
669
SMD Manholes
102
103
101
!
U
93
592
134
507
I-110
513
A ST
FIGUERO
512
511
15
LINCOLN ST
83
492
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
?
Siphon
Í
SMD Pump Satations
P
+ SMD Treatment Plants
C
Maintained by Others:
Trunk Sewerlines
490
444
445
77
76
491
501
502
508
NEPTUNE AV
514
MARBELLA AV
443
LINCOLN ST
509
*****
493
666 497494
495
500
*****
503
485
510 S REALTY ST 504
506
667
505 482
483
668
480
481
90
29
*****
E BONDS ST
30
467
12
E 245TH ST
249
235
MARINE AV
458
ISLAND AV
*****
454
457 E 244TH ST 468
NEPTUNE AV
456
455
241
E 244TH ST 233
232
FRIES AV
13
469
Non SMD Maintained MH
Y0TV0809D
BNSF RR
446447
Trunk Mh
!
(
SMD Operations Maps
*****
86
!
(
Parcel Boundary
31 REALTY ST
87
85
Non SMD Sanitary Sewers
33
32
PACIFIC ST
84
489 488
486
487
484
Other
Manhole Type
496
516
4: POOR
5: IMMEDATE ATTENTION
499
498
519
3: FAIR
104
591
665 E 238TH PL 590
589
2: GOOD
107
106
105
595
593
596
1: EXCELLENT
S-1761
117
604
95
520
515
S MAIN ST
Legend
118
E 237TH ST
594
602
542
442
N EX
IT 5
119
116
E 238TH PL
441
W SEPULVEDA BLVD
521
AV
252
NAN
RO
537
606
603
608
601
600
599
523
522
440
609*****
610
664
960
SMD Sanitary Sewers
587
524
640
Feet
611
E 236TH ST
660
663
543
115
612
525
320
128
659
528
613
427
424
421
658
550 549
551
126
0
614
553 E 235TH ST
552
437
531
530
W 235TH PL
114
"
‚
409
411
419
418
395
396
556
E 234TH PL
555
PANAMA AV
A ST
404
408
554
657E 234TH ST
607
O
127
FRIES AV
400 W 235TH ST
393399
394
615
557
E 234TH ST
558
586
382
Y
BA
122
113
MARIBEL AV
392
413
412
NICOLLE AV
405
559
436
391
407
383
435
ST
RT
O
123
P
125
662
ISLAND AV
BOLSA AV
BAY WOOD DR
384
693
562
561
656
694
381
ANCHOR AV
661
PANAMA AV
390
385
380
124
112
560E 233RD ST
379
W 234TH ST
378
111
616
367
QUICK
STRUCTURAL
RATING
(QSR)
254
253
E 232ND ST 655
654
*****
377
368
370 W 233RD ST
369
386
406
CARRIAGEDALE DR
264
403
366
Supervisorial District 2
City of Carson
617
RAVENNA AV
387
ATMORE AV
402
365
Y0TV0809D
266
255 262
267
648
652
651
650
649
RAVENNA AV
S MAIN ST
MEHDEN AV
618
CATSKILL AV
376
MONETA AV
401
NAFFA AV
CAROLDALE AV
UERO
*****
265
568
CCTV PROJECT
653E 231ST ST
619
ENOLA AV
S FIG
266
FRIGATE AV
DELFORD AV
KINARD AV
NICOLLE AV
CYPRESS DR
OAK KNOLL DR
MORRO DR
SHELL DR
375
389
ARCHIBALD AV
*****
S-1706
E 232ND ST
567
261
270
*****
252
647
646
645
644
691
434
676
263
569
432
566
364
268
267
346347348 349
E 231ST ST
570
259
E 230TH ST
643
620
571
638
642
345
ENCLOSURE 3
258257
251
E 229TH PL
635
639
640
RAVENNA AV
270
269
363
371
388W 234TH PL
262
574
CATSKILL AV
258259
431
572
E 230TH ST
573
565 E 232ND PL
564
374
698
362
361
636
641
690
*****
373 372
271
622
621
692
360W 232ND PL
274 W 233RD ST
273
576
250
260
630
631
585
634
633
629
575
350
343
W 231ST ST
340
351
344
342
577
E 229TH PL
430 578
GULF AV
257W 235TH ST
339
623
637
433
256
244
337
352
341
338
336
334
MONETA AV
ORCHARD AV
331
327
333
353W 230TH ST
632
627
628
624
581
ANCHOR AV
*****
280
260261
I-110 S EXIT
5
330
735
584
E 229TH ST 580
582
317
275
278699
272
284689
240
243
318
279
245
335
354W 229TH PL
355
736
752
429579
357
356
276
285
255
359
746
734
CAMBRIA DR
732
733
332
358
745
MEHDEN AV
246
237
741
737
FRIGATE AV
289
319
316
277
281
S FIGUEROA ST
288
D AV
236
287
R
ORCHA
247
290
291W 232ND ST 292 W 232ND ST
670 282 283
S FIGUEROA ST
235
HARBOR FRWY & TRANSIT WY
HARBOR FRWY & TRANSIT WY
249
248
738
730 731
329
326
MONETA AV
MARTINSHIRE ST
304
315
294MARTINSHIRE ST
293
230
ARCHIBALD AV
295
325
322
320 W 230TH ST
321
314
742
W 229TH ST 323
328
ARCHIBALD AV
296W 231ST ST
303
305W 231ST ST
306
CAROLDALE AV
297
CO
239
324
313
307W 230TH ST
308
S FIGUEROA ST
298W 230TH ST
BELSON ST
301 302
250
312
311
ATMORE AV
310W 229TH ST
MENLO AV
299300
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
569
644
691
618
588
598
597E 238TH ST
SERRA DR
96
102
103
101
532
669
518
LINCOLN ST
509
507
444
513
511
667
84
489 488
485
486
487
484
505 482
483
668
480
481
282
92
87
31
85
REALTY ST
88 89
20
90
29
30
E BONDS ST
28
25
26
*****
*****
Other
47LINCOLN ST
35
63
62
36
74
66
46
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
?
Siphon
Í
SMD Pump Satations
UTILITY WY
AV
GT
ON
P
+ SMD Treatment Plants
C
65
64
75
Maintained by Others:
300
Trunk Sewerlines
Non SMD Sanitary Sewers
E BONDS ST
38
53
54
55
37
60
61
56
57
58
59
!
(
Trunk Mh
!
(
Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
52
Y0TV0809D
69
39
70DELORAS DR
71
OC
E
LOS ANGELES
*****
235
248
BROAD AV
E 245TH ST
234
MARINE AV
12
249
ALBATROSS AV
470
ISLAND AV
467
PANAMA AV
458
RAVENNA AV
NEPTUNE AV
MARBELLA AV
455
454
45
73
44
43
27
67 68
E 244TH ST 233
232
FRIES AV
13
469
SMD Manholes
41
REALTY ST
50
51
*****
86
5: IMMEDATE ATTENTION
Manhole Type
48
23
22 24
2: GOOD
308
E 238TH ST
307
298
40
241
457 E 244TH ST 468
306
49PACIFIC ST
21
1: EXCELLENT
3: FAIR
GOLD DUST LN
BNSF RR
456
297
*****
34 19
PACIFIC ST
33
32
*****
446447
315
SMD Sanitary Sewers
4: POOR
18
17
16
14
960
Legend
314
281
303
81
*****
503
510 S REALTY ST 504
506
512
7980
78
640
Feet
313
82
91
490
312
42
15
83LINCOLN ST
492
311
E 236TH ST
310
309
302
285
***** 77
76
493
491
501
502
508
NEPTUNE AV
514
MARBELLA AV
515
S-1761
100
E SEPULVEDA BLVD
666 497494
495
500
516
443
99
496
517
278
320
!
U
160 159
GERONIMO LN
134
499
498
519
0
93
592
591
665 E 238TH PL 590
589
221
UP RR
W
I LM
IN
EAST RIDGE LN
279
291
147
FIESTA LN
280
292
146
168
97 98
157156KIDDIE LN S
283
284
158
107
106
FRIES AV
534
167
95
542
520
533
109
110
104
595
593
596
133
ST
O
224
KINGSWOOD LN
196
197
153
CARSON
108
105
MARIBEL AV
535
445
117
604
601E 237TH ST
594
602
600
EN
605
E 238TH PL
441
RH
AV
180184
139
"
‚
AV
GULF AV
NA N
541
540
536
442
521
RO
537
599
523
522
440
118
222
174NAVAJO LN
CENTRAL PK S 199
200
165
151
272
273
288
150
INDIAN SCHOOL LN
166
COYOTE LN
296
275
274
289
149
IRONWOOD LN
DOVECOTE LN
276
277
290
148
287
FA
I
116
223
BONITA ST
663
543
132
119
220
SEAGROVE AV
538
606
603
608
198
218
OCOTILLO LN
173
179
162
140
219
E 233RD ST
225
164 MILLWARD LN
181
CENTRAL PK N 175
144 316
271
143
MESQUITE LN
155
154
194 195
131
ISLAND AV
539
S-1706
609*****
610
664
191
ZUNI LN
141
PALOMINO LN
182
172
178
LAKME AV
544
587
524
CATSKILL AV
545
439
129
611
E 236TH ST
660
ENOLA AV
548 547546
525
190
163
142
BANNING BLVD
612
613
E 236TH ST
527
526
126
189
115
659
528
188
128
PANAMA AV
529
114
658
550 549
551
QUICK
STRUCTURAL
RATING
(QSR)
QUAIL ROW LN
171
177
AN
SI
DE
ST
SEAGROVE AV
AV
614
553 E 235TH ST
552
531
530
438
657E 234TH ST
607
*****
436
556
E 234TH PL
555
127
MARIBEL
*****
RAVENNA AV
CATSKILL AV
615
557
E 234TH ST
558
UP RR
BAYPOINT AV
113
586
554
662
ANCHOR AV
559
UNION HILLS LN
187
137
EAST ST
656
693
121
PARADISE VALLEY N
561
Y0TV0809D
210
176
CAMELBACK AV
BA
122
ST
RT
O
YP 123
169
136
170
161
TOMAHAWK LN
185
186
120
*****
125
112
562
CCTV PROJECT
207
Supervisorial District 2
City of Carson
*****
661
694
S MAIN ST
124
616
560E 233RD ST
437
111
E 232ND ST 655
654
434
205
206
204
138KIDDIE LN N
617
PARADISE VALLEY S
563
135
286
BROAD ST
565 E 232ND PL
564
SQUAW PEAK LN
192
193
STAGECOACH LN
268
269
SCOTTSDALE DR N
692
202
E 230TH ST
203
294
SCOTTSDALE DR S
568
E 232ND ST
567
201
ENCLOSURE 3
264
AVALON BLVD
433
263
254
253
652
651
650
649
DOLORES ST
566
435
653E 231ST ST
619
432
267
S COLONY PARK DR
E 231ST ST
570
293
265
255 262
648
647
646
645
643
266
ADOBE LN
IDABELL AV
571
E 230TH ST
642
620
270
*****
252
PORTOLA WY
690
261
638
639
640
641
259
251
E 229TH PL
635
MISSION DR
622
621
RAVENNA AV
S MAIN ST
431
630
631
585
574
E 230TH ST
573
636
637
576575
572
260
629
ANCHOR AV
577
E 229TH PL
430 578
628
623
582
E 229TH ST
580
72
This map is intended only for internal operations of the
Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
MARCH 2011
1,280
ENCLOSURE 4:
Infrastructure Inspection Reports
for Grades 4 and 5
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
958
PSR:
65848
Total Pipe Length:
481.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/11/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
ALLEY
Flow Control:
City:
CAR
Year Renewed
Location Code: Alley
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0500/1706-0516/1706
Not Controlled
G312-007
Start MH:
1706-0500
End MH:
1706-0516
pipe length:
353.8 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:660
1706-0500
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0500
00:00:34
1611
5.00
Water Level, 5 %, within 8 inch: NO
00:01:04
1612
5.30
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:01:17
1613
7.10
Crack Longitudinal, at 3 o'clock, within 8 inch: YES
00:01:33
1614, b
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:02:04
1616
Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, Start
00:02:24
1617, b
54.40
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:03:31
1619
69.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:25
1620
100.70
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:05:50
1621
119.20
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:06:29
1622
121.40
Hole Soil Visible, from 9 to 11 o'clock, within 8 inch: NO
00:07:11
1623, b
S5
121.40
Crack Longitudinal, at 10 o'clock, within 8 inch: YES
00:07:36
1626, b
S2
150.30
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:08:39
1628
174.90
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:09:41
1629
180.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:10:24
1630
14.30
14.80
S1
M2
S2
S3
225.70
F1
Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, End
00:12:03
1631
S3
225.80
S2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:12:17
1632, b
S3
280.20
Deposits Attached Grease, from 7 to 5 o'clock, 5 %, within 8 inch: NO
00:14:15
1634, b
M2
290.10
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:14:54
1636
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
958
PSR:
65848
Total Pipe Length:
481.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/11/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:660
position
MPEG
photo
grade
M2
304.40
Deposits Attached Grease, from 7 to 5 o'clock, 10 %, within 8 inch: YES
00:15:46
1637, b
317.90
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:16:30
1639
00:17:19
1640, b
323.80
Deposits Attached Grease, from 7 to 5 o'clock, 20 %, within 8 inch: NO,
Start
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:17:49
1643
323.80
Deposits Attached Grease, at 3 o'clock, 20 %, within 8 inch: NO
00:18:05
1644, b
M3
322.60
1706-0516
observation
S3
M3
353.70
F1
Crack Multiple, from 4 to 8 o'clock, within 8 inch: YES, End
00:21:24
1648
S3
353.70
F2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:21:52
1649
S3
353.80
F3
Deposits Attached Grease, from 7 to 5 o'clock, 20 %, within 8 inch: NO,
End
Manhole, within 8 inch: NO, Remarks: 1706-0516
00:20:14
1650
M3
00:20:52
1651
353.80
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5135
3323
24
15
39
3
2.5
2.79
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
960
PSR:
61224
Total Pipe Length:
322.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/11/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
Street:
SEPULVEDA BV
Flow Control:
City:
CAR
Year Renewed
Location Code: Main Highway - Suburban/Rural
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0041/1761-0045/1761
Tape/Media #:
Not Controlled
G312-007
Start MH:
1761-0045
End MH:
1761-0041
pipe length:
348.1 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:660
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1761-0045, Buried MH
00:00:40
1677
0.00
Water Level, 10 %, within 8 inch: NO
00:00:50
1678
5.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:01:11
1679
7.00
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:01:45
1680, b
S3
38.60
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:03:14
1682, b
S3
49.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:03:53
1684
53.60
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:04:39
1685, b
S3
53.60
Fracture Circumferential, from 4 to 7 o'clock, within 8 inch: YES
00:05:20
1687, b
S2
95.60
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:06:51
1689
119.30
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:08:07
1690, b
S3
129.20
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:09:05
1692, b
S3
139.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:09:44
1694
143.70
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:10:18
1695, b
S3
159.40
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:11:13
1697, b
S3
176.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:12:05
1699
183.50
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:12:59
1700, b
183.50
Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
00:13:10
1702, b
183.50
Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:13:22
1704, b
S2
183.50
Broken, from 4 to 8 o'clock, within 8 inch: YES
00:14:04
1706, b
S5
187.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:14:50
1708
189.40
Roots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES
00:15:18
1709, b
204.90
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
00:16:10
1711, b
248.90
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:17:33
1713, b
268.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:18:22
1715
1761-0045
WinCanExport.mdb // page: 1
M2
S3
S3
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
960
PSR:
61224
Total Pipe Length:
322.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/11/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
1:660
1761-0041
position
observation
MPEG
photo
grade
321.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:20:10
1716
325.70
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:20:54
1717, b
S3
335.20
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:22:33
1719, b
S3
344.20
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:23:44
1721, b
S3
348.10
Vermin Cockroach, within 8 inch: NO
00:24:47
1723
M1
348.10
Manhole, within 8 inch: NO, Remarks: 1761-0041
00:24:58
1724
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
513A
2111
45
3
48
3
1.5
2.82
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090427
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
113
PSR:
65827
Total Pipe Length:
162.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/21/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0481/1706-0482/1706
M313-057
Start MH:
1706-0481
End MH:
1706-0482
pipe length:
161 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:375
1706-0481
position
observation
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0481
00:00:33
3189
0.00
Vermin Cockroach, within 8 inch: NO
00:00:41
3190
M1
3.00
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:01:18
3191, b
S1
5.00
Water Level, 5 %, within 8 inch: NO
00:02:18
3193
M2
5.00
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:02:32
3194, b
S1
9.20
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:03:18
3196
S1
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
00:10:16
3197, b
S1
Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
00:14:22
3201
Broken, from 6 to 12 o'clock, within 8 inch: YES
00:23:51
3202, b
S5
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
00:25:09
3204
S1
Manhole, within 8 inch: NO, Remarks: 1706-0482
00:25:22
3205
11.90
S1
98.90
139.00
1706-0482
MPEG
161.00
161.00
F1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5115
2111
10
3
13
1.67
1.5
1.63
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090519
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
1042
PSR:
65760
Total Pipe Length:
242.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/18/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Easement/Right of Way
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0537/1706-0538/1706
G312-013
Start MH:
1706-0537
End MH:
1706-0538
pipe length:
240.9 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:550
1706-0537
position
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0537
00:00:39
3119
2.00
Fracture Circumferential, from 4 to 2 o'clock, within 8 inch: NO
00:01:24
3120, b
S2
2.50
00:02:01
3122, b
M2
3.00
Tap Factory Defective, at 3 o'clock, 4", 2, within 8 inch: NO, Remarks:
fractured
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:02:35
3124, b
S3
5.00
Water Level, 15 %, within 8 inch: NO
00:03:03
3126
M2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:03:51
3127, b
S3
33.20
Tap Break-in Active, at 9 o'clock, 4", within 8 inch: NO
00:05:07
3129
53.50
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:05:58
3130
53.50
Roots Tap Lateral, at 3 o'clock, 15 %, within 8 inch: NO
00:6:10
3131
89.70
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:07:43
3132
101.20
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:08:30
3133
131.30
Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
00:09:51
3134
146.20
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:10:35
3135
Roots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES, Start
00:10:59
3136, b
179.40
Tap Factory Defective, at 9 o'clock, 4", 2, within 8 inch: NO
00:12:25
3138, b
203.70
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:13:41
3140
230.10
Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
00:15:17
3141
236.00
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:15:57
3142
237.60
Broken, from 5 to 7 o'clock, within 8 inch: YES
00:16:30
3143, b
S4
S3
14.00
153.20
1706-0538
observation
S1
S2
240.90
F1
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:17:29
3145
240.90
F2
Roots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES, End
00:17:43
3146
Manhole, within 8 inch: NO, Remarks: 1706-0538, buried
00:18:01
3147
240.90
M2
M2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4133
2400
15
8
23
3
2
2.56
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090508
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
954
PSR:
65853
Total Pipe Length:
289.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/07/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Easement/Right of Way
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0503/1706-0504/1706
Not Controlled
G312-006
Start MH:
1706-0503
End MH:
1706-0504
pipe length:
287.8 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:462
1706-0503
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0503
00:00:37
1465
0.00
Water Level, 10 %, within 8 inch: NO
00:00:54
1466
M2
18.20
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:2:10
1467, b
S3
19.30
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:02:38
1469
22.10
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:03:08
1470
39.40
S1
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:04:18
1471, b
39.40
S2
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
00:04:31
1473, b
77.30
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:07:03
1475
77.30
Roots Medium Lateral, at 3 o'clock, 35 %, within 8 inch: NO
00:07:20
1476
80.10
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:08:04
1477
Water Level Sag, 45 %, within 8 inch: NO, Start
00:09:59
1478, b
M3
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
00:10:38
1480, b
S2
Broken Soil Visible, from 7 to 6 o'clock, within 8 inch: YES, Start
00:12:21
1482, b
S5
127.60
Deformed, 10 %, within 8 inch: NO
00:12:56
1485, b
S4
127.60
Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:13:16
1487, b
S4
120.10
S3
120.10
127.60
S4
S3
M3
129.60
F4
Broken Soil Visible, from 7 to 6 o'clock, within 8 inch: YES, End
00:14:46
1489
S5
130.70
F3
Water Level Sag, 45 %, within 8 inch: NO, End
00:15:04
1490
M3
130.90
Broken, from 4 to 9 o'clock, within 8 inch: YES
00:15:28
1491, b
S5
138.00
Water Level, 10 %, within 8 inch: NO
00:15:55
1493
M2
156.90
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:17:56
1494
159.30
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:18:23
1495
196.00
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:20:34
1496
198.60
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:20:59
1497
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090508
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
954
PSR:
65853
Total Pipe Length:
289.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/07/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:462
position
MPEG
photo
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
00:22:21
1498
Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:22:49
1499, b
S1
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:23:01
1501
S3
231.90
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:23:39
1502, b
S3
246.80
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:25:32
1504, b
S3
262.50
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:28:15
1506, b
S3
224.70
observation
F2
228.40
228.40
1706-0504
F1
grade
278.00
S5
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start
00:31:05
1508, b
S2
281.00
F5
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End
00:31:58
1510
S2
281.00
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:32:21
1511, b
S3
287.80
Manhole, within 8 inch: NO, Remarks: 1706-0504
00:34:12
1513
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5342
3322
51
13
64
3.19
2.6
3.05
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090519
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
1040
PSR:
65758
Total Pipe Length:
212.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/18/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Easement/Right of Way
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0535/1706-0536/1706
G312-013
Start MH:
1706-0535
End MH:
1706-0536
pipe length:
211.2 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:475
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0535
00:00:34
3051
0.00
Vermin Cockroach, within 8 inch: NO
00:00:45
3052
3.60
Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
00:01:55
3053, b
3.60
Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:02:09
3055, b
S1
5.00
Water Level, 10 %, within 8 inch: NO
00:02:46
3057
M2
5.10
Crack Multiple, from 9 to 5 o'clock, within 8 inch: YES
00:03:11
3058, b
S3
43.40
Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
00:04:24
3060
46.10
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:04:44
3061
46.10
Roots Tap Lateral, at 3 o'clock, 15 %, within 8 inch: NO
00:05:00
3062
M2
59.00
Crack Multiple, from 6 to 10 o'clock, within 8 inch: YES
00:05:57
3063, b
S3
59.00
Roots Fine Joint, from 9 to 10 o'clock, within 8 inch: YES
00:06:07
3065, b
Crack Multiple, from 7 to 3 o'clock, within 8 inch: YES, Start
00:07:05
3067, b
Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
00:07:17
3069, b
Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:08:22
3071, b
S4
Joint Offset Medium, within 8 inch: YES
00:08:34
3073, b
S1
Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:09:30
3075
S4
Deposits Attached Encrustation, from 10 to 2 o'clock, 10 %, within 8 inch:
NO
Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
00:10:07
3076, b
M2
00:10:37
3078
140.30
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:12:16
3079
140.30
Roots Medium Connection, from 2 to 6 o'clock, 25 %, within 8 inch: NO
00:12:34
3080, b
143.00
Tap Factory Capped, at 9 o'clock, 4", within 8 inch: NO
00:13:16
3082
182.40
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:14:33
3083
206.80
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:15:19
3084
Crack Multiple, from 7 to 3 o'clock, within 8 inch: YES, End
00:15:34
3085
Manhole, within 8 inch: NO, Remarks: 1706-0536, buried MH
00:16:17
3086
M1
1706-0535
71.30
S2
71.30
77.80
S1
77.80
81.00
F1
81.20
85.50
207.40
1706-0536
211.20
F2
S3
M3
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4234
3123
22
10
32
2.75
2
2.46
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
956
PSR:
65855
Total Pipe Length:
251.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/08/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
REALTY ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0504/1706-0506/1706
Not Controlled
G312-007
Start MH:
1706-0504
End MH:
1706-0506
pipe length:
260 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:495
1706-0504
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0504
00:00:32
1545
5.00
Water Level, 10 %, within 8 inch: NO
00:01:04
1546
M2
6.20
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:01:37
1547, b
S3
6.40
Water Mark, 15 %, within 8 inch: NO
00:01:53
1549
M2
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start
00:02:18
1550, b
S2
22.00
Crack Multiple, from 8 to 4 o'clock, within 8 inch: YES
00:03:09
1552, b
S3
45.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:03:59
1554
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End
00:04:42
1555
S2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:05:17
1556, b
S3
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:05:59
1558, b
S3
101.20
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:06:50
1560
115.50
Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:08:09
1561, b
S2
159.80
Broken, from 7 to 9 o'clock, within 8 inch: YES
00:10:25
1563, b
S4
159.80
Fracture Circumferential, from 8 to 10 o'clock, within 8 inch: YES
00:10:40
1565, b
S2
12.20
71.60
S1
F1
77.80
84.30
S2
160.30
S3
Fracture Circumferential, from 4 to 5 o'clock, within 8 inch: YES, Start
00:11:08
1567, b
S2
160.30
S4
Fracture Longitudinal, at 7 o'clock, within 8 inch: YES, Start
00:11:32
1569, b
S3
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:12:02
1571
160.60
165.50
F3
Fracture Circumferential, from 4 to 5 o'clock, within 8 inch: YES, End
00:12:41
1572
S2
165.50
F4
Fracture Longitudinal, at 7 o'clock, within 8 inch: YES, End
00:12:53
1573
S3
210.00
Water Level, 15 %, within 8 inch: NO
00:14:32
1574
M2
216.40
Water Level, 25 %, within 8 inch: NO
00:14:47
1575
M2
217.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:14:59
1576
222.40
Water Mark, 20 %, within 8 inch: NO
00:17:43
1577
WinCanExport.mdb // page: 1
M2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090511
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
956
PSR:
65855
Total Pipe Length:
251.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
05/08/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:495
position
observation
MPEG
photo
grade
232.80
Water Level, 15 %, within 8 inch: NO
00:18:03
1578
M2
243.00
Water Level, 25 %, within 8 inch: NO, Remarks: Flow held by cement at DS
00:18:36
1579
M2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:19:34
1580
S3
Manhole, within 8 inch: NO, Remarks: 1706-0506
00:20:24
1581
256.80
F2
1706-0506
260.00
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4137
2700
37
14
51
2.64
2
2.43
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090330
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Rigo Alvarez
section number:
1250
PSR:
66783
Total Pipe Length:
160.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1705
Street:
KINARD AV
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0581/1705-0582/1705
R045
Start MH:
1705-0582
End MH:
1705-0581
pipe length:
219 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:500
1705-0582
1705-0581
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1705-0582
00:00:34
2350
6.50
Tap Factory Capped, at 10 o'clock, 6", within 8 inch: NO
00:01:04
2351
6.50
Vermin Cockroach, within 8 inch: NO
00:01:14
2352, b
16.10
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:01:56
2354
42.60
Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
00:03:01
2355
58.90
Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
00:03:50
2356
75.10
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:04:43
2357
76.20
Crack Longitudinal, at 4 o'clock, within 8 inch: YES
00:05:04
2358, b
S2
76.20
Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
00:05:22
2360, b
S1
98.20
Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
00:06:40
2362
121.30
Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
00:07:45
2363
125.80
Fracture Multiple, from 8 to 5 o'clock, within 8 inch: YES
00:08:22
2364, b
137.70
Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
00:09:24
2366
153.70
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:10:15
2367
180.50
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:11:23
2368
189.90
Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
00:12:03
2369
219.00
Manhole, within 8 inch: NO, Remarks: 1705-0581
00:13:37
2370
M1
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
1100
7
1
8
2.33
1
2
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090406
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
853
PSR:
65791
Total Pipe Length:
282.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
03/31/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
232ND ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0567/1706-0568/1706
M313-045
Start MH:
1706-0567
End MH:
1706-0568
pipe length:
297.4 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:675
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0567
00:00:30
9153
6.00
Water Level, 10 %, within 8 inch: NO
00:01:09
9154
22.40
Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
00:01:54
9155
25.40
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:2:10
9156
28.10
Fracture Circumferential, from 10 to 11 o'clock, within 8 inch: YES
00:02:47
9157, b
S2
28.10
Broken, from 11 to 1 o'clock, within 8 inch: YES
00:03:16
9159, b
S4
28.10
00:03:51
9161, b
M2
41.20
Intruding Sealing Ring Hanging, from 10 to 1 o'clock, 10 %, within 8 inch:
YES
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:35
9163
77.00
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:05:52
9164
77.00
Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
00:06:02
9165
144.00
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:08:14
9166
146.40
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:08:28
9167
148.90
Water Level, 5 %, within 8 inch: NO
00:08:40
9168
158.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:09:05
9169
197.30
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:10:26
9170
212.20
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:11:02
9171
227.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:11:49
9172
261.80
Roots Fine Joint, from 4 to 5 o'clock, within 8 inch: YES
00:13:04
9173, b
266.60
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:13:30
9175
266.60
Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
00:13:41
9176
287.50
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:14:29
9177
287.50
Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO
00:14:43
9178
290.30
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:15:00
9179
293.20
Roots Fine Joint, from 4 to 6 o'clock, within 8 inch: YES
00:15:16
9180, b
297.40
Manhole, within 8 inch: NO, Remarks: 1706-0568
00:15:56
9182
M2
1706-0567
1706-0568
M1
M2
M1
M3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
3123
6
11
17
3
1.83
2.13
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090325
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
749
PSR:
65723
Total Pipe Length:
286.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
03/17/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
ALLEY
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0622/1706-0623/1706
M313-038
Start MH:
1706-0622
End MH:
1706-0623
pipe length:
211.8 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:475
1706-0622
1706-0623
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0622
00:00:29
7117
3.00
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:01:13
7118, b
3.00
Roots Fine Joint, from 12 to 4 o'clock, within 8 inch: YES
00:01:27
7120, b
5.00
Water Level, 5 %, within 8 inch: NO
00:2:10
7122
M2
6.20
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:02:20
7123, b
S1
6.20
Roots Fine Joint, from 10 to 4 o'clock, within 8 inch: YES
00:02:37
7125, b
30.90
Roots Fine Joint, at 3 o'clock, within 8 inch: YES
00:03:37
7127
34.00
Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
00:04:05
7128
35.90
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:20
7129
35.90
Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
00:04:30
7130
36.90
Roots Fine Joint, at 12 o'clock, within 8 inch: YES
00:04:47
7131, b
89.20
Roots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
00:06:42
7133, b
92.30
Roots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
00:07:06
7135, b
94.10
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:07:27
7137
132.10
Roots Fine Joint, at 2 o'clock, within 8 inch: YES
00:08:43
7138
132.10
Crack Longitudinal, at 2 o'clock, within 8 inch: YES
00:08:55
7139, b
S2
144.30
Broken, from 1 to 3 o'clock, within 8 inch: YES
00:09:49
7141, b
S4
144.30
Roots Fine Joint, from 10 to 3 o'clock, within 8 inch: YES
00:10:08
7143, b
147.50
Roots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
00:10:35
7145, b
155.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:11:09
7147
207.40
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:12:47
7148
208.90
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:13:12
7149, b
211.80
Manhole, within 8 inch: NO, Remarks: 1706-0623
00:13:54
7151
S1
M1
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2111
9
3
12
1.8
1.5
1.71
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090416
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2411
PSR:
66002
Total Pipe Length:
88.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
FIGUERROA ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0278/1706-0279/1706
A315-043
Start MH:
1706-0279
End MH:
1706-0278
pipe length:
86.6 ft
Dia/Height:
Circular 8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:200
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0279
00:00:33
11198
1.00
Crack Multiple, from 6 to 6 o'clock, within 8 inch: NO
00:01:25
11199, b
S3
3.30
Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
00:03:53
11201, b
S2
5.40
Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
00:04:39
11204, b
S2
6.00
Water Level, 10 %, within 8 inch: NO
00:05:08
11206
M2
6.00
Water Mark, 15 %, within 8 inch: NO
00:05:16
11207
M2
7.00
Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
00:05:37
11208, b
S2
8.50
Crack Longitudinal, at 9 o'clock, within 8 inch: YES
00:06:02
11210, b
S2
8.50
Crack Longitudinal, at 4 o'clock, within 8 inch: YES
00:06:17
11212, b
S2
8.50
Crack Circumferential, from 8 to 2 o'clock, within 8 inch: YES
00:06:36
11214, b
S1
14.70
Crack Longitudinal, at 8 o'clock, within 8 inch: YES
00:07:18
11216, b
S2
14.70
Crack Longitudinal, at 10 o'clock, within 8 inch: YES
00:07:35
11218, b
S2
14.70
Crack Circumferential, from 12 to 2 o'clock, within 8 inch: YES
00:07:53
11220, b
S1
17.70
Crack Circumferential, from 9 to 9 o'clock, within 8 inch: YES
00:08:32
11222, b
S1
20.80
Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:09:13
11224, b
S2
28.50
Fracture Circumferential, from 2 to 3 o'clock, within 8 inch: YES
00:10:01
11226, b
S2
29.30
Fracture Circumferential, from 12 to 12 o'clock, within 8 inch: YES
00:10:38
11228, b
S2
30.00
Crack Circumferential, from 9 to 8 o'clock, within 8 inch: YES
00:11:09
11230, b
S1
31.10
Broken, from 3 to 5 o'clock, within 8 inch: YES
00:12:02
11232, b
S4
33.20
Crack Circumferential, from 4 to 10 o'clock, within 8 inch: YES
00:12:35
11234, b
S1
42.60
Crack Circumferential, from 8 to 8 o'clock, within 8 inch: YES
00:13:25
11236, b
S1
45.60
Crack Circumferential, from 9 to 11 o'clock, within 8 inch: YES
00:14:02
11238, b
S1
46.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:14:33
11240
62.50
Crack Circumferential, from 12 to 12 o'clock, within 8 inch: NO
00:15:38
11241, b
86.60
Manhole, within 8 inch: NO, Remarks: 1706-0278
00:17:02
11243
1706-0279
S1
1706-0278
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
35
4
39
1.75
2
1.77
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090409
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2349
PSR:
65997
Total Pipe Length:
78.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
CAROLDALE AV
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0275/1706-0276/1706
A315-038
Start MH:
1706-0276
End MH:
1706-0275
pipe length:
1 ft
Dia/Height:
Circular 10"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:25
1706-0276
position
observation
MPEG
photo
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0276
00:00:34
8785
1.00
Broken Soil Visible, from 12 to 12 o'clock, within 8 inch: NO
00:01:36
8786, b
1.00
Abandoned Survey, within 8 inch: NO, Remarks: DUE TO BROKEN PIPE
00:02:25
8790, b
grade
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
0000
5
0
5
5
0
5
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090430
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
143
PSR:
65795
Total Pipe Length:
259.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/27/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
MARBELLA AV
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0453/1706-0454/1706
M313-060
Start MH:
1706-0453
End MH:
1706-0454
pipe length:
255.9 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:575
1706-0453
1706-0454
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0453
00:00:30
3825
6.00
Water Level, 10 %, within 8 inch: NO
00:01:13
3826
15.30
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:01:38
3827
18.10
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:01:54
3828
66.40
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:03:42
3829
69.10
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:03:59
3830
116.40
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:05:37
3831
119.50
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:05:55
3832
119.50
00:06:25
3833
M3
157.90
Deposits Attached Encrustation, from 2 to 4 o'clock, 20 %, within 8 inch:
NO
Water Level, 20 %, within 8 inch: NO
00:07:45
3834
M2
161.10
Broken Soil Visible, from 10 to 3 o'clock, within 8 inch: YES
00:08:26
3835, b
S5
165.90
Deposits Attached Grease, from 6 to 8 o'clock, 10 %, within 8 inch: NO
00:09:29
3837
M2
167.90
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:09:45
3838
170.50
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:10:03
3839
180.80
Water Level, 10 %, within 8 inch: NO
00:10:33
3840
219.00
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:12:03
3841
221.60
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:12:19
3842
249.70
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:13:21
3843
252.60
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:13:37
3844
255.90
Manhole, within 8 inch: NO, Remarks: 1706-0454
00:13:57
3845
M2
M2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
3124
5
11
16
5
2.2
2.67
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090420
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2429
PSR:
65990
Total Pipe Length:
445.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
FIGUERROA ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0271A/1706-0272/1706
A315-045
Start MH:
1706-0271A
End MH:
1706-0272
pipe length:
115.9 ft
Dia/Height:
Circular 8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:275
1706-0271A
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0271A
00:00:32
11805
6.00
Water Level, 5 %, within 8 inch: NO
00:01:51
11806
M2
6.00
Water Mark, 10 %, within 8 inch: NO
00:02:01
11807
M2
38.50
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:03:18
11808
38.50
Roots Medium Lateral, at 3 o'clock, 10 %, within 8 inch: NO
00:03:39
11809, b
39.20
Roots Fine Joint, from 1 to 4 o'clock, within 8 inch: YES
00:04:27
11811, b
62.60
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:05:44
11813
62.60
Roots Medium Lateral, at 3 o'clock, 10 %, within 8 inch: NO
00:05:59
11814, b
72.90
Roots Fine Joint, from 9 to 11 o'clock, within 8 inch: YES
00:06:52
11816, b
91.30
Roots Fine Joint, from 11 to 1 o'clock, within 8 inch: YES
00:08:06
11818, b
98.40
Roots Fine Barrel, from 7 to 3 o'clock, within 8 inch: NO
00:09:05
11820
M2
98.40
Crack Circumferential, from 12 to 12 o'clock, within 8 inch: NO
00:09:30
11821, b
S1
115.90
Broken, from 2 to 10 o'clock, within 8 inch: YES
00:10:38
11823, b
S5
115.90
Abandoned Survey, within 8 inch: NO, Remarks: DUE TO BROKEN PIPE
00:11:38
11825
M3
M3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5111
3223
6
12
18
3
2.4
2.57
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090515
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
175
PSR:
65816
Total Pipe Length:
263.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
05/04/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Easement/Right of Way
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0010/1761-0472/1706
M313-065
Start MH:
1706-0472
End MH:
1761-0010
pipe length:
246.7 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:550
1706-0472
1761-0010
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0472
00:00:27
4339
0.00
Vermin Cockroach, within 8 inch: NO
00:00:34
4340
M1
6.00
Water Level, 10 %, within 8 inch: NO
00:01:18
4341
M2
30.10
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:02:26
4342
30.10
Roots Fine Connection, at 9 o'clock, within 8 inch: NO
00:02:47
4343
32.70
Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
00:03:13
4344
32.70
Roots Fine Connection, at 3 o'clock, within 8 inch: NO
00:03:32
4345
M1
39.50
Hole Void Visible, from 11 to 1 o'clock, within 8 inch: YES
00:04:20
4346, b
S5
39.50
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
00:04:40
4348, b
39.50
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:04:54
4350, b
S1
246.70
Vermin Cockroach, within 8 inch: NO
00:14:45
4352
M1
246.70
Manhole, within 8 inch: NO, Remarks: 1761-0010
00:14:56
4353
M1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5111
2114
6
6
12
3
1.2
1.71
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090415
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
66
PSR:
61124
Total Pipe Length:
238.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/14/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
Street:
ALLEY
Flow Control:
City:
CAR
Year Renewed
Location Code: Alley
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0077/1761-0078/1761
Not Controlled
M313-052
Start MH:
1761-0077
End MH:
1761-0078
pipe length:
333.6 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:396
1761-0077
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1761-0077
00:00:27
1866
3.00
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:00:53
1867, b
4.80
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:01:23
1869
5.00
Water Level, 5 %, within 8 inch: NO
00:01:56
1870
7.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:2:10
1871
25.30
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:02:56
1872
27.70
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:03:13
1873
52.10
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:04:11
1874
54.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:28
1875
75.50
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:05:22
1876
78.40
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:05:41
1877
105.40
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:06:46
1878
107.90
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:07:06
1879
111.60
Water Level, 5 %, within 8 inch: NO
00:07:23
1880
126.10
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:08:00
1881
150.30
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:09:05
1882
151.30
Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
00:09:33
1883, b
152.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:09:57
1885
154.20
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:10:18
1886, b
S1
166.10
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:11:17
1888, b
S1
176.80
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:12:08
1890
WinCanExport.mdb // page: 1
S1
M2
M2
S1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090415
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
66
PSR:
61124
Total Pipe Length:
238.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/14/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
1:396
position
observation
MPEG
photo
grade
179.20
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: NO
00:12:34
1891, b
S1
179.40
Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
00:13:05
1893
M2
180.50
Crack Circumferential, from 7 to 4 o'clock, within 8 inch: YES
00:13:25
1894, b
S1
192.80
Crack Longitudinal, at 8 o'clock, within 8 inch: YES
00:14:28
1896, b
S2
194.40
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:14:55
1898
203.20
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:15:24
1899
227.20
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:16:32
1900
230.10
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:16:51
1901
250.70
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:17:45
1902
253.40
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:18:07
1903
269.50
Deposits Attached Grease, from 9 to 3 o'clock, 10 %, within 8 inch: NO
00:19:10
1904, b
M2
272.80
Deposits Attached Grease, from 11 to 2 o'clock, 5 %, within 8 inch: NO
00:19:46
1906
M2
277.40
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:20:09
1907
279.90
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:20:31
1908
290.50
Deposits Attached Grease, from 10 to 2 o'clock, 15 %, within 8 inch: NO
00:21:15
1909, b
M3
296.70
Crack Circumferential, from 3 to 8 o'clock, within 8 inch: YES
00:21:57
1911, b
S1
296.70
Deposits Attached Grease, from 10 to 3 o'clock, 5 %, within 8 inch: NO
00:22:17
1913
M2
298.00
Hole Soil Visible, from 2 to 4 o'clock, within 8 inch: NO
00:22:43
1914, b
S5
304.80
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:23:26
1916
304.80
Deposits Attached Grease, at 3 o'clock, 80 %, within 8 inch: NO, Remarks:
IN LATERAL
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:23:51
1917, b
00:24:25
1919
00:24:46
1920
328.40
Deposits Attached Grease, at 9 o'clock, 80 %, within 8 inch: NO, Remarks:
IN LATERAL
Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
00:25:42
1921
331.00
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:26:02
1922
333.60
Manhole, within 8 inch: NO, Remarks: 1761-0078
00:26:22
1923
1761-0078
307.20
307.20
M5
M5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5121
5231
14
25
39
1.56
2.78
2.17
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090406
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2317
PSR:
66000
Total Pipe Length:
174.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
CAROLDALE AV
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0277/1706-0316/1706
Not Controlled
A315-036
Start MH:
1706-0316
End MH:
1706-0277
pipe length:
140.9 ft
Dia/Height:
Circular 8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:264
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0316
00:00:32
8112
6.00
Water Level, 15 %, within 8 inch: NO
00:01:03
8113
M2
6.00
Water Mark, 20 %, within 8 inch: NO
00:01:14
8114
M2
15.10
Crack Circumferential, from 8 to 1 o'clock, within 8 inch: YES
00:01:46
8115, b
S1
15.90
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:02:14
8117
21.10
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:02:42
8118, b
S1
45.60
Broken Void Visible, from 9 to 2 o'clock, within 8 inch: NO
00:04:21
8120, b
S5
68.90
Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
00:06:06
8123
S1
68.90
Roots Fine Joint, from 4 to 10 o'clock, within 8 inch: YES
00:06:40
8124, b
68.90
Fracture Circumferential, from 8 to 12 o'clock, within 8 inch: YES
00:07:02
8126
69.70
Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
00:07:21
8127, b
69.70
Roots Fine Connection, from 7 to 9 o'clock, within 8 inch: NO
00:07:47
8129
M1
70.50
Crack Circumferential, from 12 to 2 o'clock, within 8 inch: YES
00:08:16
8130, b
S1
82.50
Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
00:09:19
8132, b
M2
95.00
Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
00:10:23
8134, b
S1
97.60
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:10:54
8136, b
S1
98.50
Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
00:11:25
8138, b
M2
98.50
Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
00:11:52
8140
M1
106.90
Roots Fine Joint, at 3 o'clock, within 8 inch: YES
00:12:37
8141, b
106.90
Crack Circumferential, from 12 to 5 o'clock, within 8 inch: YES
00:12:55
8143, b
110.50
Roots Fine Joint, at 9 o'clock, within 8 inch: YES
00:13:30
8145, b
110.50
Crack Longitudinal, at 9 o'clock, within 8 inch: YES
00:13:39
8147, b
113.70
Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
00:14:14
8149, b
113.70
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:14:40
8151
S1
117.10
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:14:58
8152, b
S1
117.10
Roots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
00:15:15
8154, b
1706-0316
WinCanExport.mdb // page: 1
S2
S1
S2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090406
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2317
PSR:
66000
Total Pipe Length:
174.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:264
1706-0277
position
observation
MPEG
photo
grade
S1
117.10
Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
00:14:58
8152, b
117.10
Roots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
00:15:15
8154, b
127.40
Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
00:16:02
8156, b
S1
137.50
Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
00:16:49
8158, b
S1
137.50
Roots Fine Joint, from 2 to 3 o'clock, within 8 inch: YES
00:17:04
8160, b
138.60
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:17:32
8162
140.90
Manhole, within 8 inch: NO, Remarks: 1706-0277
00:17:53
8163
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5122
2412
20
10
30
1.43
1.67
1.5
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090409
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
22
PSR:
65859
Total Pipe Length:
343.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/02/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
234TH ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0387/1706-0388/1706
Not Controlled
M313-048
Start MH:
1706-0388
End MH:
1706-0387
pipe length:
276.3 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:264
1706-0388
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0388
00:00:29
755
0.00
Vermin Cockroach, within 8 inch: NO
00:00:37
756
M1
5.00
Water Level, 5 %, within 8 inch: NO
00:01:23
757
M2
9.20
Roots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
00:01:39
758, b
15.90
Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
00:02:26
760, b
48.50
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:03:43
762
48.50
Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:04:03
763, b
49.10
Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
00:04:23
765, b
51.20
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:53
767
51.20
Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
00:05:06
768
52.20
Roots Fine Joint, from 7 to 3 o'clock, within 8 inch: YES
00:05:24
769, b
64.50
Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
00:06:05
771, b
69.60
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:06:37
773
69.60
Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO
00:06:53
774
79.70
Roots Fine Joint, from 12 to 1 o'clock, within 8 inch: YES
00:07:27
775, b
85.90
Roots Fine Joint, from 12 to 5 o'clock, within 8 inch: YES
00:08:09
777, b
89.20
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
00:08:37
779, b
90.80
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:09:02
781
90.80
Roots Ball Lateral, at 9 o'clock, 90 %, within 8 inch: NO
00:09:18
782
94.70
Roots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
00:09:44
783, b
94.70
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:10:01
785, b
104.10
Roots Fine Joint, at 3 o'clock, within 8 inch: YES
00:10:40
787, b
107.40
Roots Fine Joint, from 7 to 12 o'clock, within 8 inch: YES
00:11:13
789, b
WinCanExport.mdb // page: 1
S1
M1
M3
M4
S1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090409
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
22
PSR:
65859
Total Pipe Length:
343.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/02/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:264
position
observation
MPEG
photo
123.00
Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
00:12:07
791, b
137.20
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:12:55
793
137.20
Roots Ball Lateral, at 3 o'clock, 75 %, within 8 inch: NO
00:13:16
794
141.20
Roots Fine Joint, at 4 o'clock, within 8 inch: YES
00:13:43
795, b
150.60
Roots Fine Joint, from 2 to 8 o'clock, within 8 inch: YES
00:14:24
797, b
156.90
Roots Fine Joint, from 1 to 8 o'clock, within 8 inch: YES
00:14:57
799, b
159.90
Roots Fine Joint, at 12 o'clock, within 8 inch: YES
00:15:31
801
165.90
Roots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
00:15:57
802, b
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
00:16:25
804, b
174.40
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:17:06
808
174.40
Roots Medium Lateral, at 9 o'clock, 45 %, within 8 inch: NO
00:17:23
809
176.90
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:18:07
810
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
00:18:32
811
195.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:19:05
812
195.00
Roots Medium Lateral, at 9 o'clock, 40 %, within 8 inch: NO
00:19:20
813
263.10
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:21:35
814
169.40
182.90
S1
F1
WinCanExport.mdb // page: 2
grade
M4
M3
M3
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090409
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
22
PSR:
65859
Total Pipe Length:
343.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/02/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
1:264
position
observation
MPEG
photo
grade
269.90
Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:22:25
815, b
S2
271.80
Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
00:22:51
817
M2
272.60
Fracture Circumferential, from 3 to 10 o'clock, within 8 inch: YES
00:23:15
818
S2
272.60
Broken, from 8 to 10 o'clock, within 8 inch: YES
00:23:34
819, b
S4
276.30
Vermin Cockroach, within 8 inch: NO
00:24:17
821
M1
276.30
Manhole, within 8 inch: NO, Remarks: 1706-0387
00:24:30
822
1706-0387
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4122
4233
10
24
34
2
2.4
2.27
WinCanExport.mdb // page: 3
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090408
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
6
PSR:
65964
Total Pipe Length:
264.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/02/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
MEHDEN AV
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0367/1706-0381/1706
M313-047
Start MH:
1706-0367
End MH:
1706-0381
pipe length:
269.4 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:600
1706-0367
1706-0381
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0367
00:00:24
145
3.00
Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
00:01:00
146, b
3.00
Roots Fine Joint, from 8 to 10 o'clock, within 8 inch: YES
00:01:22
148
3.00
Water Level, 10 %, within 8 inch: NO
00:01:36
149
M2
5.90
Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:02:03
150, b
S2
10.20
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:02:39
152
10.40
Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
00:03:00
153
53.70
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:04:38
154
134.20
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:07:32
155
151.20
Crack Circumferential, from 7 to 11 o'clock, within 8 inch: YES
00:08:24
156, b
S1
151.20
Crack Longitudinal, at 3 o'clock, within 8 inch: YES
00:08:39
158, b
S2
152.40
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:09:03
160
153.90
Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
00:09:34
161, b
S1
197.60
Crack Circumferential, from 4 to 5 o'clock, within 8 inch: YES
00:11:26
163, b
S1
209.00
Fracture Circumferential, from 12 to 5 o'clock, within 8 inch: NO
00:12:28
165, b
S2
209.80
Broken Void Visible, from 10 to 2 o'clock, within 8 inch: YES
00:13:12
167, b
S5
210.00
Fracture Circumferential, from 1 to 6 o'clock, within 8 inch: YES
00:13:50
170, b
S2
239.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:15:18
172
269.40
Manhole, within 8 inch: NO, Remarks: 1706-0381
00:16:47
173
S1
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5124
2100
18
2
20
1.8
2
1.82
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090501
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
882
PSR:
60965
Total Pipe Length:
350.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
04/30/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
Street:
236TH ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0310/1761-0311/1761
G312-001
Start MH:
1761-0310
End MH:
1761-0311
pipe length:
353.6 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1761-0310
1761-0311
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1761-0310
00:00:39
46
0.00
Water Level, within 8 inch: NO
00:00:53
47
M2
10.00
Water Level, 5 %, within 8 inch: NO
00:01:09
48
M2
13.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:01:37
49
71.30
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:03:22
50, b
S3
81.40
Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
00:04:33
52, b
S1
103.10
Tap Factory Abandoned, at 3 o'clock, 4", within 8 inch: NO
00:05:25
54
232.60
Crack Circumferential, from 6 to 10 o'clock, within 8 inch: YES
00:08:25
55, b
S1
248.10
Broken, from 4 to 9 o'clock, within 8 inch: YES
00:09:36
57, b
S5
353.60
Manhole, within 8 inch: NO, Remarks: 1761-0311
00:12:36
59
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5131
2200
10
4
14
2.5
2
2.33
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090505
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2468
PSR:
61118
Total Pipe Length:
336.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1761
Street:
LINCOLN ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0066/1761-0074/1761
Not Controlled
A315-048
Start MH:
1761-0074
End MH:
1761-0066
pipe length:
344.8 ft
Dia/Height:
Circular 8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:594
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1761-0074
00:00:41
12554
0.00
Vermin Cockroach, within 8 inch: NO
00:00:52
12555
5.50
Tap Factory Active, at 1 o'clock, 4", within 8 inch: NO
00:01:30
12556
6.00
Water Level, 5 %, within 8 inch: NO
00:02:09
12557
M2
6.00
Water Mark, 10 %, within 8 inch: NO
00:02:23
12558
M2
9.00
Crack Circumferential, from 6 to 6 o'clock, within 8 inch: NO
00:02:50
12559, b
S1
25.50
Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
00:04:16
12561
25.50
Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
00:04:27
12562
M1
42.60
Crack Circumferential, from 2 to 4 o'clock, within 8 inch: YES
00:05:33
12563, b
S1
42.60
Roots Fine Joint, at 3 o'clock, within 8 inch: YES
00:05:47
12565, b
44.00
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:06:18
12567
68.00
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:07:42
12568
70.80
Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
00:08:09
12569
107.50
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:09:55
12570
109.90
Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
00:10:31
12571
117.80
Crack Circumferential, from 10 to 5 o'clock, within 8 inch: YES
00:11:15
12572, b
153.10
Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
00:13:08
12574
155.60
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:13:34
12575
192.50
Tap Factory Defective, at 10 o'clock, 4", within 8 inch: NO
00:15:22
12576, b
195.20
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:16:05
12578
235.30
Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
00:18:01
12579
237.90
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:18:27
12580
237.90
Roots Fine Lateral, at 2 o'clock, within 8 inch: NO
00:18:44
12581
265.40
Tap Factory Active, at 10 o'clock, 4", within 8 inch: NO
00:20:08
12582
1761-0074
WinCanExport.mdb // page: 1
M1
S1
M2
M1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090505
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Anthony Hernandez
section number:
2468
PSR:
61118
Total Pipe Length:
336.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
Pre-Cleaned:
Jetting
Map Grid #:
1761
1:594
1761-0066
position
observation
MPEG
photo
grade
280.50
Tap Factory Active, at 2 o'clock, 4", within 8 inch: NO
00:21:08
12583
297.80
Broken, from 11 to 1 o'clock, within 8 inch: YES
00:22:14
12584, b
S4
297.80
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:22:35
12586, b
S1
305.50
Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
00:23:30
12588, b
S1
310.10
Broken, from 7 to 3 o'clock, within 8 inch: YES
00:24:13
12590, b
S5
344.80
Vermin Cockroach, within 8 inch: NO
00:26:37
12592
M1
344.80
Manhole, within 8 inch: NO, Remarks: 1761-0066
00:26:49
12593
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2314
14
10
24
2
1.43
1.71
WinCanExport.mdb // page: 2
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090702
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
2615
PSR:
65761
Total Pipe Length:
153.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
07/02/2009
Pre-Cleaned:
Jetting
Map Grid #:
1706
Street:
EASEMENT
Flow Control:
City:
CAR
Year Renewed
Location Code: Easement/Right of Way
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0538/1706-0539/1706
G312-023
Start MH:
1706-0539
End MH:
1706-0538
pipe length:
151.6 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:350
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1706-0539
00:00:54
672
3.00
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:01:29
673, b
3.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:02:05
675
3.50
Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
00:02:21
676
M1
5.00
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
00:03:01
677, b
S3
5.80
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:03:41
679
5.80
Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
00:03:50
680
M1
6.00
Water Level, 10 %, within 8 inch: NO
00:05:06
681
M2
S3
1706-0539
17.10
S1
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
00:06:06
682, b
17.10
S2
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:06:18
684, b
39.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:07:43
686
51.70
Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
00:08:32
687
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
00:08:56
688
82.20
Water Level, 20 %, within 8 inch: NO
00:09:47
689
84.30
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:10:01
690
92.10
Roots Medium Barrel, from 5 to 7 o'clock, 20 %, within 8 inch: NO
00:10:41
691, b
M4
92.40
Water Level, 10 %, within 8 inch: NO
00:11:03
693
M2
99.00
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:11:26
694
Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:11:39
695
113.00
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:12:22
696
148.30
Broken, from 7 to 5 o'clock, within 8 inch: YES
00:14:35
697, b
S5
Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
00:14:50
699, b
S4
Deformed, 10 %, within 8 inch: NO
00:15:12
701, b
S4
Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
00:16:05
703
S4
Manhole, within 8 inch: NO, Remarks: 1706-0538, Buried MH
00:16:43
704
58.30
100.40
148.30
F1
F2
S3
148.30
150.50
F3
S3
M2
S3
1706-0538
151.60
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5143
4123
29
12
41
3.63
2
2.93
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090701
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Gilbert Contreras
section number:
2604
PSR:
65639
Total Pipe Length:
57.00
Survey Customer:
LACDPW
System Owner:
CARSON
Clean Date:
06/30/2009
Pre-Cleaned:
Heavy Cleaning
Map Grid #:
1706
Street:
FIGUEROA ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Sidewalk
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0676/1706-TRNK/1706
G312-022
Start MH:
1706-0676
End MH:
1706-TRNK
pipe length:
51.7 ft
Dia/Height:
Circular 10"/10"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:125
1706-0676
position
observation
MPEG
photo
Manhole, within 8 inch: NO, Remarks: 1706-0676
00:00:36
509
Crack Multiple, from 7 to 6 o'clock, within 8 inch: YES, Start
00:01:01
510, b
S3
5.00
Water Level, 15 %, within 8 inch: NO
00:02:07
512
M2
8.80
Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: NO
00:02:36
513, b
S2
12.90
Surface Aggregate Visible Unknown, from 6 to 8 o'clock, within 8 inch: YES
00:03:46
515, b
S3
19.00
Water Mark, 20 %, within 8 inch: NO
00:04:20
517
M2
24.90
Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
00:05:02
518, b
S2
Crack Longitudinal, at 3 o'clock, within 8 inch: YES, Start
00:05:45
520, b
S2
Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: YES
00:06:34
522, b
S2
Crack Longitudinal, at 3 o'clock, within 8 inch: YES, End
00:07:19
524
S2
47.60
Broken Soil Visible, from 10 to 12 o'clock, within 8 inch: YES
00:08:15
525, b
S5
47.60
Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES
00:08:55
528, b
S4
47.60
Deformed, 10 %, within 8 inch: NO
00:09:22
530, b
S4
48.50
Intruding Sealing Grout, from 7 to 5 o'clock, 10 %, within 8 inch: YES
00:10:36
532, b
M2
48.50
Joint Separated Medium, within 8 inch: YES
00:10:51
534, b
S1
48.50
Alignment Left, 10 %, within 8 inch: NO
00:11:17
536, b
M1
48.50
Material Change, within 8 inch: NO, Remarks: PVC
00:11:49
538
49.00
Water Level, 10 %, within 8 inch: NO
00:12:05
539
M2
51.50
Alignment Down, 25 %, within 8 inch: NO
00:12:35
540, b
M4
51.60
General Observation, within 8 inch: NO, Remarks: Mat'l also found: PVC
00:13:55
542
Crack Multiple, from 7 to 6 o'clock, within 8 inch: YES, End
00:13:06
543
Manhole, within 8 inch: NO, Remarks: 1706-TRNK, line drops in
00:13:34
544
0.00
0.50
28.00
S1
S2
37.40
46.70
F2
grade
1706-TRNK
51.70
51.70
F1
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5142
4124
33
13
46
2.75
2.17
2.56
WinCanExport.mdb // page: 1
WinCan America, Inc.
1730 Montano Road NE, Suite E
Albuquerque, NM 87107
Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection report
Date:
20090414
P.O.#:
Y0TV0809D
Weather:
Dry
Surveyed By:
Martin Garcia
section number:
49
PSR:
61140
Total Pipe Length:
69.00
Survey Customer:
LACDPW
System Owner:
CAR
Clean Date:
04/09/2009
Pre-Cleaned:
Jetting
Map Grid #:
1761
Street:
238TH ST
Flow Control:
City:
CAR
Year Renewed
Location Code: Light Highway
Not Controlled
Tape/Media #:
Reason for inspection:
Routine Assessment
Use of Sewer:
Sanitary
Drain. Area:
0102/1761-0103/1761
M313-051
Start MH:
1761-0102
End MH:
1761-0103
pipe length:
106.5 ft
Dia/Height:
Circular 8"/8"
Material:
Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:250
1761-0102
1761-0103
position
observation
MPEG
photo
grade
0.00
Manhole, within 8 inch: NO, Remarks: 1761-0102
00:00:28
1589
5.00
Water Level, 10 %, within 8 inch: NO
00:01:14
1590
5.90
Roots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
00:01:25
1591, b
5.90
Crack Longitudinal, at 9 o'clock, within 8 inch: YES
00:01:39
1593, b
10.80
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:02:09
1595
27.10
Roots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
00:02:48
1596, b
30.40
Crack Circumferential, from 6 to 9 o'clock, within 8 inch: YES
00:03:13
1598, b
39.60
Roots Fine Joint, from 7 to 11 o'clock, within 8 inch: YES
00:03:54
1600, b
42.60
Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
00:04:25
1602, b
45.80
Roots Fine Joint, from 7 to 3 o'clock, within 8 inch: YES
00:04:53
1604, b
75.30
Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
00:06:02
1606
75.30
Roots Medium Lateral, at 3 o'clock, 45 %, within 8 inch: NO
00:06:17
1607
M3
76.10
Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:06:57
1608, b
S2
76.10
Deformed, 20 %, within 8 inch: NO
00:07:56
1610, b
S5
76.10
Roots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES
00:08:08
1612, b
76.10
Broken, from 8 to 11 o'clock, within 8 inch: YES
00:08:26
1614, b
77.50
Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
00:08:55
1616
77.50
Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:09:19
1617, b
90.70
Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
00:10:21
1619, b
93.90
Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
00:10:46
1621, b
Manhole, within 8 inch: NO, Remarks: 1761-0103
00:11:40
1623
106.50
M2
S2
S1
S4
S2
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
3121
17
5
22
2.43
2.5
2.44
WinCanExport.mdb // page: 1