July 23, 2009 TO: Nicholas Agbobu Engineering, Budget, and Office Operations

July 23, 2009
TO:
Nicholas Agbobu
Engineering, Budget, and Office Operations
FROM: Robert Swartz
Field Operations
CONSOLIDATED SEWER MAINTENANCE DISTRICT
CONDITION ASSESSMENT PROGRAM REPORT
PROJECT YOTV0506B
This memo is to inform you that as part of the Sewer Condition Assessment Program,
the County of Los Angeles Department of Public Works Consolidated Sewer
Maintenance District has completed the closed-circuit television (CCTV) inspection of
193,883 feet or approximately 9.2 percent of the sewer system within Unincorporated
County maintained by the District's South Yard.
The attached 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)
Quick Structural Rating Report Priority List and Quick Structural Rating Map
(Enclosure 3)
Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
CCTV Sewer Inspection Project Schedule (Enclosure 5)
The Condition Assessment Report will provide details regarding the maintenance and
structural condition of our sewer mainlines. This information can be included in our
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, in some instances, have been 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.
HK
Attach.
bc: RS, FV, File (YOTV0506B)
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME:
PROJECT DATE:
SUP. DISTRICT(s):
Report By:
Y0TV0506B
04/20/06-06/12/06
2
Hanna Kebede
PROJECT MGR:
CONTACT NO:
MAP PAGE(S):
Report Date:
Kari Eskridge
(626) 300-3390
1537,1538,1590,1591,1592,
07/23/2009
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles
Department of Public Works Consolidated Sewer Maintenance District has completed
the closed-circuit television (CCTV) inspection of 193,883 feet or approximately 9.2
percent of the Unincorporated Los Angeles County sewer system maintained by the
District’s South Yard.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment and
Certification Program (PACP) Quick Rating methodology to rank the structural and
maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project Y0TV0506B included sewer lines located in the Unincorporated County of
Los Angeles area. Enclosed for your reference is an overview map of the project area
(Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for
each pipe segment for either maintenance or structural defects. A grade of 1 indicates
that a pipe segment is in excellent condition with minor defects, while a grade of 5
indicates that a pipe segment may require immediate attention. A detailed breakdown
of the five possible defect grades is as follows:
Grade
Description
Estimate time to Failure
1:
EXCELLENT: Minor defects.
Unlikely in the foreseeable future
2:
GOOD: Defects that have not begun to deteriorate.
20 years or more
3:
FAIR: Moderate defects that will continue to
deteriorate.
10 to 20 years
4:
POOR: Severe defects that will become grade 5
defects within the foreseeable future.
IMMEDIATE ATTENTION: Defects requiring
immediate attention.
5:
5 to 10 years
Has failed or will likely fail within the
next 5 years
MAINTENANCE REPORT
Our inspection revealed that approximately 93.2 percent of the system televised was
free of blockages or restrictions that would impede sewer flows. However, the
remaining 6.8 percent of the inspected pipe segments within the Unincorporated Los
Angeles County area had a PACP maintenance grade of 4 or 5 as indicated in the
Quick Maintenance Rating Table shown below. These segments have been
incorporated into our routine cleaning schedule with corrective action taken as noted on
the Quick Maintenance Rating Report Priority List (Enclosure 2). Also included is a
color-coded map showing the quick maintenance rating for each pipe segment.
QUICK MAINTENANCE RATING TABLE
DEFECT
GRADE
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate
Attention
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
19,999
146,686
14,107
7,176
10.3
75.6
7.3
3.7
88
551
65
33
5915
3.1
25
193,883
100.0
762
STRUCTURAL REPORT
Our inspection revealed that approximately 86.6 percent of the inspected pipe segments
within the Unincorporated Los Angeles County were free of severe structural defects.
However, the remaining 13.4 percent of the inspected pipe segments had a PACP
structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below.
These segments have been placed on a priority list based on the severity and the need
for action. For Items 1 through 94 in the Quick Structural Rating Report Priority List
(Enclosure 3) which require a corrective action, the proposed corrective method will be
scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay
Project. A color-coded map showing the Quick Structural Rating for each pipe segment
is located in Enclosure 3. Copies of the actual inspection reports for these ninety
four 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
121,732
6,134
40,051
20,213
62.8
3.2
20.6
10.4
488
31
149
69
5,753
3.0
25
193,883
100.0
762
FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future closed-circuit
television (CCTV) inspection of the remaining sewer lines within the Unincorporated Los
Angeles County maintained by the South Yard. For your reference, the CCTV Sewer
Inspection project schedule is listed in Enclosure 5.
ENCLOSURE 1:
Project Overview Map
S 6TH AV
HAAS AV
S 2ND AV
S 3RD AV
S 5TH AV
S 4TH AV
RUTHELEN ST
S SAINT ANDREWS PL
S WILTON PL
S GRAMERCY PL
HAAS AV
CIMARRON ST
S SPINNING AV
S VAN NESS AV
S 8TH AV
S 8TH PL
S 7TH AV
S 6TH AV
S 5TH AV
S 4TH AV
S 3RD AV
S 2ND AV
S 1ST AV
ATKINSON AV
S CHANERA AV
ARDATH AV
ARDATH AV
WILKIE AV
CASIMIR AV
PENNEY AV
HAAS AV
DALESIDE AV
CIMARRON AV
TARRON AV
S WILTON PL
RUTHELEN AV
S SAINT ANDREWS PL
***
CRENSHAW BLVD
S SIMMS AV
CHRISTOPHER AV
S LEMOLI AV
S DEHN AV
S 6TH AV
S 7TH AV
S 8TH AV
S 10TH AV
**
DARBY AV
ENGLAND AV
S LEMOLI AV
YUKON AV
W 120TH ST
W 120TH ST
O
0
1,100
2,200
3,300
4,400
Feet
Legend
SMD Sanitary Sewers
*****
WILTON PL
GRAMERCY PL
RUTHELEN ST
SAINT ANDREWS PL
MANHATTAN PL
!
(
Standard
!
?
Siphon
W
X
Trap
"
‚
CIMARRON AV
VAN NESS AV
*****
WILKIE AV
Other
MH Type
Shallow
#
*
Drop
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Trunk Sewerlines
W 139TH ST
W 144TH ST
W 145TH ST 145TH ST
W 146TH ST
146TH ST
W 146TH PL
147TH ST
148TH ST
W 149TH ST
W 152ND ST
U
Non SMD Sanitary Sewers
150TH ST
W MARINE AV
W 152ND ST
W 154TH ST
WADKINS AV
MILLER AV
MARIGOLD AV
SUTRO AV
DUBLIN AV
*****
CO
W 145TH ST
SMD Manholes
Maintained by Others:
*****
SAINT ANDREWS PL
W 143RD PL
W 129TH ST
PARRON AV
WILTON PL
GRAMERCY PL
ROSECRANS AV
W 147TH ST
GARDENA
W 141ST PL
S-1647-2
W 147TH ST
SPINNING AV
ERIEL AV
*****
ARDATH AV
WILKIE AV
CASIMIR AV
ARCTURUS AV
PURCHE AV
DAPHNE AV
SPINNING AV
*****
LEMOLI AV
140TH ST
W *****
HAAS AV
DALESIDE AV
CIMARRON AV
PURCHE AV
SIMMS AV
CHADRON AV
CERISE AV
WEBER WY
W 139TH ST
LEMOLI WY
CERISE AV
YUKON AV
*****
S-1646-1
W 129TH ST
W 129TH PL
W 130TH ST
W 131ST ST
W 132ND ST
W 132ND PL
W 133RD ST
W 134TH ST
W 134TH PL
W 135TH ST
T
ERIEL AV
*****
G
AL
LI
S
CHADRON AV
*****
CO
W 134TH PL
LEMOLI AV
MARINE AV
AV
149TH ST
W EL SEGUNDO BLVD
W 132ND ST
CERISE AV
KORNBLUM AV
FO
126TH ST
ROXTON AV
PURCHE AV
DAPHNE AV
SPINNING AV
YUKON AV
FONTHILL AV
FLORWOOD AV
DOTY AV
CORDARY AV
S-1592-4
W ROSECRANS AV
AVIS AV
FREEMAN AV
ST T
AN K S T
V
I
L L W IC U S
CU AN REA
V HO T
T
S
N
RI
G
N
HE
LO
W 112TH ST
*
****
W 133RD ST
W 134TH ST
139TH ST
POLL
Y
153RD ST
119TH ST
*****
S-1645-3
S-1646-3
CRANBROOK AV
LARCH AV
*****
*****
W 117TH ST
W 118TH ST
*****
PROJECT OVERVIEW
W IMPERIAL HWY
W 115TH ST
W 115TH PL
W 116TH ST
S-1646-2
W 132ND ST
W 132ND PL
W 133RD ST
144TH PL
BO N
145TH ST
145TH ST
D TH
G
ER ILL 146TH ST
146TH ST
A
AV V
147TH ST
147TH PL
ST
148TH
*****
*****
PRAIRIE AV
OXFORD AV
YORK AV
OXFORD AV
JEFFERSON AV
*****
WASHINGTON AV
W 141ST ST
Supervisorial District 2
Unincorporated County
W 108TH ST
NORTHROP AV
W 134TH PL
W 135TH ST
W 142ND ST
W 102ND ST
W 111TH ST
W 112TH ST
HUDSPETH ST
W 112TH ST
*****
*****
W 135TH ST
149TH ST
S 7TH AV
S 11TH AV
*****
CLUB DR
DIXON AV
S DOTY AV
S DOTY AV
S PRAIRIE AV
S OSAGE AV
S FREEMAN AV
FREEMAN AV
CEDAR AV
BIRCH AV
MENLO AV
MENLO AV
FREEMAN AV
W *****
KORNBLUM AV
ACACIA AV
CEDAR AV
UP RR
S-1592-3
S-1593-1
BURIN AV
W 120TH ST
Y0TV0506B
SMD Sanitary Sewers
ROSELLE AV
HAWTHORNE AL
*****
*****
GREVILLEA AV
*****
119TH PL
S-1592-1
W 134TH ST
HAWTHORNE BLVD
S MANOR DR
119TH PL
W 118TH PL
W 119TH ST
DOTY AV
153RD PL
119TH ST
GERKIN AV
153RD ST
118TH PL
W 133RD ST
145TH ST
MANSEL AV
*****
S EASTWOOD AV
LARCH AV
S ACACIA AV
S HAWTHORNE BLVD
S BURIN AV
S GREVILLEA AV
GREVILLEA AV
ACACIA AV
BIRCH AV
TRURO AV
152ND ST
RR
S 11TH AV
S OSAGE AV
S MAPLE ST
S LA BREA AV
S BURIN AV
S WALNUT ST
S GREVILLEA AV
S GREVILLEA AV
S FIR AV
S FIRMONA AV
S MANSEL AV
S MANSEL AV
MANOR DR MANOR DR
TRURO AV
RAMONA AV
GALE AV
EUCALYPTUS AV
BURL AV
INGLEWOOD AV
*****
SHOUP AV
*****
W 116TH ST
W 132ND ST
W 111TH ST
W 115TH ST
HAWTHORNE
S-1593-2
LAWNDALE
BN
SF
SPACE PARK DR
S TRURO AV
S TRURO AV S TRURO AV
*****
BUFORD AV
SUNDALE AV
FELTON AV
FELTON AV
*****
W 147TH ST
R E DS-1539-1
ONDO BEACH
19TH ST
S FIRMONA AV
S ROSEWOOD AV
S EUCALYPTUS AV
S TRURO AV
S TRURO AV
CONDON AV
S INGLEWOOD AV
DALEROSE AV
S BUFORD AV
S BURL AV
DALEROSE AV
S CEDAR AV
S OAK ST
S REDFERN AV
S FELTON AV
S REDFERN AV
V
OCEAN GATE AV
W 145TH ST
S CONDON AV
MARINE AV
W 142ND ST
FIRMONA AV
KINGSDALE AV
LA CIENEGA BLVD
*****
23RD ST
S HOLLY ST
S ASH AV
*****
LI
NE
W 137TH PL
W 138TH ST
W 139TH ST
W 140TH ST
W 140TH ST
W 141ST ST
S OCEAN GATE AV
N
TAHOE
A
SAN DIEGO FRWY
E AV
TAH
O
*****
RE
E
*****
G
HINDRY AV
33RD ST
*****
*****
ISIS AV
S AVIATION BLVD
M
ET
RO
W 137TH PL
W 138TH ST
W 111TH PL
W 115TH ST
W 129TH ST
OSAGE AV
19TH ST
S-1538-4
W 137TH ST
W 137TH ST
W 110TH ST
CCTV PROJECT
W CENTURY BLVD
S-1645-2
W 109TH ST
ST
W 117TH ST W 117TH ST
W 117TH
W 118TH ST
W 118TH ST
W 118TH ST
W 130TH ST
W 136TH ST
W 136TH ST
W 108TH ST
LOS ANGE
W 101ST ST
W 113TH ST
W 116TH ST
EASTWOOD AV
21ST ST
T
N AVIATION BLVD
L
PARK
P
N REDONDO AV
APOLLO ST
S NASH ST
DR
VILLAGE
*****
MALAGA WY
23RD ST
N REDONDO AV
19TH ST
18TH ST
ST
20TH
18TH ST
N HERRIN AV
23RD ST
N ROWELL AV
E
OR
OAK AV
N
DM
AR
LAUREL AV
L
VILLAGE CIR
23RD ST
22ND ST
IS
W 135TH ST
**
***
TP
21S
AV
N POINSETTIA AV
WALNUT AV
PINE AV
ELM AV
26TH ST
JUDAH AV
*****
S DOUGLAS ST
CORAL CIR
S SEPULVEDA BLVD
OAK AV
MAPLE AV
PALM AV
N POINSETTIA AV
N
VA WALNUT AV
LL
EY PINE AV
DR ELM AV
DR
AV
MANHATTAN BEACH
25TH ST
HINDRY AV
*****
*****
N AVIATION BLVD
N DOUGLAS ST
DULEY RD
INDIANA ST
*****
PACIFIC AV
I EW
AI
137TH ST
137TH PL
138TH ST
138TH PL
139TH ST
140TH ST
141ST ST
142ND ST
PL
ND
142
W 134TH ST
W 135TH ST
S-1591-1
***
**
W 129TH ST
W 95TH ST
W HARDY ST
W 107TH ST
W 113TH ST
W 126TH ST
W 133RD ST
W 134TH PL
W 106TH ST
122ND ST
W 131ST ST
W 134TH ST
W 105TH ST
W 107TH ST
120TH ST
W 132ND ST
W 133RD ST
W 105TH ST
W 106TH ST
****
*
W 130TH ST
W 131ST ST
134TH ST
134TH PL
135TH ST
136TH ST
W 111TH ST
W 129TH ST
W 132ND ST
S-1644-3
W 104TH ST
LENNOX BLVD
S-1592-2
W 130TH ST
T
NS
W 103RD ST
W 105TH ST
W 94TH AV
INGLEWOOD
W 102ND ST
S-1591-2
BROADWAY
CO
*
30TH ST
IRW
AY
HA
W
W 118TH PL
W 129TH ST
*
***
BLANCHE RD
FA
KV
IR
LITO C
SAUSA
Y DR
EWA
GAT
30TH ST
29TH ST
27TH ST
33RD ST
CHATHAM
31ST ST
HORNET WY
N NASH ST
EP
AR
KP
L
ST
W 101ST ST
117TH ST
W 119TH ST
*****
E 97TH ST
E 97TH ST
E 98TH ST
E 99TH ST
S-1591-3
121ST ST
Y
AC
ST
E HARDY ST
S-1590-3
CO
W 112TH ST
W 119TH PL
W 120TH ST
*****
35TH ST
33RD ST
PA
R
*****
33RD PL
36TH ST
R
BU
134TH ST
ALASKA AV
*****
35TH PL
SE
WI
UTAH AV
ROSECRANS AV
W 119TH ST
S-1538-1
S
W 111TH PL
W 118TH PL
W 120TH ST
W 121ST ST
W 122ND ST
W 123RD ST
W 123RD PL
W 124TH ST
W 124TH PL
W 125TH ST
W 126TH ST
W 127TH ST
W 127TH PL
GLASGOW PL
E EL SEGUNDO BLVD
EL SEGUNDO
WY
HES
HUG
W 117TH ST
W 119TH PL
*
**
**
36TH PL
W 116TH ST
S-1537-4
ILLINOIS ST
E GRAND AV
ILLINOIS ST
KANSAS ST
CALIFORNIA ST
NEVADA ST
NEVADA ST
E ELM AV
E MARIPOSA AV
D WY
W 109TH ST
W 110TH ST
S-1590-4
W 92ND ST
W 93RD ST
W 94TH ST
W 94TH PL
W 95TH ST
W 96TH ST
W9
7TH
ST
W9
8
W 9 TH S
*****
9TH T
ST
CO
FRANKLIN AV
OREGON ST
E PALM AV
SELBY ST
N SEPULVEDA BLVD
E OAK AV
O
ATWO
D
BUNGALOW DR
BUNGALOW DR
CENTER ST
PENN ST
SIERRA ST
LOMITA ST
E MAPLE AV
W 111TH ST
W IMPERIAL HWY
E IMPERIAL HWY
LV
PENN ST
E SYCAMORE AV
*****
B
AL
E HOLLY AV
E ACACIA AV
E WALNUT AV
**
T
EN
E PINE AV
*****
**
***
IN
NT
CO
MCCAR
THY CT
LOM
ITA S
T
MARYLAND ST
W IMPERIAL HWY
E IMPERIAL AV
***
*****
****
*
S LA CIENEGA BLVD
AVIATION BLVD
RD
SERVICE
W 99TH ST
E 94TH ST
W ARBOR VITAE ST
AV
S-1537-1
W 98TH ST
E ARBOR VITAE ST
ENCLOSURE 1
W 91ST ST
S 4TH AV
W 104TH ST
SAN DIEGO FRWY
W 102ND ST
IRWIN AV
*****
S-1536-4
LOS ANGELES
S REDFERN AV
HINDRY PL
AV
ISIS
GLASGOW PL
BELLANCA AV
*****
W 99TH PL
W 97TH ST
E BUCKTHORN ST
H AV
S 6T
AV
TH
S7
POSTAL RD
*****
W 97TH ST
*****
*****
*****
BELFORD AV
AIRPORT BLVD
JENNY AV
EL MANOR AV
ALVERSTONE AV
S SEPULVEDA BLVD
ST
W BUCKTHORN ST
WOODWORTH
** SKY WY
95TH ST
GLASGOW PL
**
*
6TH
AV
AVION DR
*****
W9
RY
W CENTURY BLVD
VD
Y BL
TU R
CEN
W ARBOR VITAE ST
*****
D
HIN
W 98TH ST
POST WY
YS
WORLD W
*****
W 96TH ST
*****
W MAGNOLIA AV
W BUCKTHORN ST
*****
CENTER WY S
EAST WY
*****
WORLD WY
YN
WORLD W
WESTCHESTER PKWY
BELLANCA AV
N DR
DAVIDSO
S ISIS AV
*****
*****
*****
P
*****
*****
LINCOLN BLVD LINCOLN BLVD
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
Y0TV0506B
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.
JULY 2009
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List
• Quick Maintenance Rating Map
ENCLOSURE 2
QUICK MAINTENANCE REPORT PRIORITY LIST
UNINCORPORATED LOS ANGELES COUNTY (Y0TV0506B)
as of 06/12/06
ITEM NO.
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
QMR
5231
5132
5132
5131
5131
5131
5131
5129
5123
5123
5122
5122
5122
5122
5122
5121
5121
5121
5100
5100
5100
5100
5100
5100
5100
4H23
4431
4431
4232
4232
4231
4200
4134
4133
4131
4131
4123
4123
Start MH
1591-0114
1591-0015
1591-0123
1590-0035
1537-0027
1591-0246
1592-0018
1538-0076
1590-0003
1591-0085
1538-0027
1591-0059
1591-0093
1591-0179
1592-0086
1590-0303
1591-0245
1592-0090
1537-0019
1537-0014
1537-0013
1537-0012
1537-0062
1538-0079
1591-0045
1590-0034
1537-0115
1590-0029
1591-0078
1591-0215
1592-0060
1537-0022
1592-0055
1591-0154
1590-0002
1591-0082
1591-0127
1591-0285
End MH
1591-0082
1591-0014
1591-0124
1591-0209
1537-0029
1591-0247
1592-0019
1538-0077
1590-0033
1591-TRNK
1592-0001
1591-0060
1591-0092
1591-0178
1592-0085
1591-0033
1591-0246
1592-0001
1537-0020
1537-0015
1537-0014
1537-0013
1537-0058
1538-0080
1591-0046
1590-0017
1537-0116
1590-0030
1591-0079
1591-0216
1592-0059
1591-0294
1592-0056
1591-0180
1590-0001
1591-TRNK
1591-0126
1591-0284
Street
AW/ HAWTHORNE BL
106TH ST
AW/ HAWTHORNE BL
INGLEWOOD AV
REDFERN AV
INGLEWOOD AV
INGLEWOOD AV
130TH ST
FELTON AV
111TH ST
138TH ST
RAVENSWOOD AV
Ease/111TH ST
FIRMONA AV
137TH PL
FELTON AV
INGLEWOOD AV
138TH ST
LENNOX BL
LENNOX BLVD
LENNOX BL
Ease/LA CIENEGA BL
PACIFIC CONCOURSE DR
129TH ST
CEDAR AV
INGLEWOOD AV
119TH PL
MANSEL AV
HAWTHORNE BL
INGLEWOOD AV
134TH ST
LENNOX BL
INGLEWOOD AV
LENNOX BL
OCEAN GATE
111TH ST
AW/ HAWTHORNE BL
BURL AV
Observation
Heavy grease
Grease
Grease
Grease
Grease
Debris
Roots; grease
Roots
High water mark level
Intruding tap (12o'clock): 125' from MH 85
Root balls
Deposits: settled
Deposits attached
Heavy grease
Debris: rocks
High water level; camera underwater
High water mark level
Roots
Roots
Roots
High water level; camera underwater
High water level; camera underwater
Debris (Broken pipe)
Debris (rocks)
Soccer ball (5' from MH 45)
Grease
Debris
Roots
Grease
Roots
Grease
High water level; camera underwater
Grease
Grease
Roots
Obstacles: rocks; grease
Heavy grease
Heavy grease
Correction Action Taken
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 06/09/09)
Rodder (completed 05/22/09)
No action needed.
Completed 05/19/09
Rodder (completed 05/19/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/19/09)
No action needed.
Rodder (completed 06/18/09)
Hydrojet (completed 06/18/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 06/23/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/29/09)
Rodder (completed 06/23/09)
Hydrojet (completed 06/23/09)
Rodder (completed 06/18/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/19/09)
Rodder (completed 06/23/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/20/09)
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
4122
4122
4122
4121
4121
4121
4121
4100
4100
4100
4100
4100
4100
4100
4100
4100
4100
4100
1590-0033
1590-0030
1592-0071
1538-0003
1538-0052
1591-0018
1591-0046
1591-0103
1537-0022
1537-0019
1537-0008
1537-0058
1591-0177
1591-0312
1592-0085
1591-0178
1591-0177
1591-0039
1591-0303
1590-0029
1592-0070
1592-0110
1538-0051
1591-0017
1591-0045
1591-TRNK
1537-0020
1537-0015
1537-0009
1537-0109
1591-TRNK
1591-0311
1591-0086
1591-0179
1591-0178
1591-0038
FELTON AV
MANSEL AV
135TH ST
142ND ST
134TH PL
107TH ST
CEDAR AV
CENTURY FWY
LENNOX BL
LENNOX BL
Ease/108TH ST
PACIFIC CONCOURSE DR
FIRMONA AV
BUFORD AV
17TH PL.
FIRMONA AV
FIRMONA AV
FREEMEN AV
Debris: gravel
Roots
Obstacle: clay brick (345' from MH 71)
Debris (rocks)
Roots
Obstacles: rocks
Debris (rocks, sand)
High water level; grease
High water level
Roots
Debris (sand)
Roots
High water level; debris
High water level; camera underwater
High water level; debris
High water level; debris
High water level; debris
High water level; camera underwater
Hydrojet (completed 05/22/09)
Hydrojet (completed 06/18/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/21/09)
Rodder (completed 06/09/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/22/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 06/12/09)
Hydrojet (completed 05/24/09)
Hydrojet (completed 05/28/09)
Hydrojet (completed 06/23/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/21/09)
Hydrojet (completed 05/20/09)
Hydrojet (completed 05/19/09)
Hydrojet (completed 05/22/09)
The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of Root Ball or Deposit inside the lateral connection. CSMD does not maintain
lateral lines: it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines
were not included on the Prioirty List above identified with maintenance deficiencies in need of immediate attention by CSMD.
Item No.
1
2
QMR
Start MH
4121 1538-0012
4121 1538-0052
End MH
1538-0011
1538-0053
Street
141ST ST
OCEAN GATE AV
Observation
Root ball in lateral connection
Root ball in lateral connection
!
(
S-1591-2
W 109TH ST
!
(
332
!
(
!
( 331
24
!
(
335
W 109TH ST
!
(330
!
(
S REDFERN AV
!
(
!
(336
!
( 337
!
(338
!
(
26
!
(
!
(
339
340W
!
(
27
31
*****
*****
W 111TH PL 235
!
(234
!
(
!
(
232
!
(
241
240
(
!
(!
285
!
(
215
!
(
216
239
(
!
(!
!
(
!
(
!
(
271
!
(
236
180
!
(
237
(219
!
(!
!
(
!
(
277
!
(
!
(
272
!
(
273
!
(
276
!
(
W 116TH ST
S LARCH ST
151
!
(
!
(
152
154
!
(
266
275
!
(
!
(
256
!
(
134
!
(
135
153
!
(
!
(
121
!
!
(
(!
(136
!
(
!
(
252
!
(
177
!
(
!
(
!
(
125
124
123
155
!
(
!
(
178
126
!
(
!
(
!
(
W 105TH ST 69
!
(68
74
!
(
!
(
118
!
(
278
!
(
255333
!
(
3
!
(
2
!
(
1
W 106TH ST
76
!
(77
!
(
!
(
88
108
!
(
78
!
(
!
(
79
!
(
139
114
!
(
80
!
(
!
(
107
106
!
(
105
!
(
W 105TH ST
14
13
!
(58!
(15
!
(
!
(8
!
(
7
!
(
23 22
!
(
21
!
( 16
!
(
!
(
W 107TH ST 19
!
(20
41
!
(
(55!
86
89
!
(!
(
28
!
(
27
!
(
!
(
!
(
!
(
!
(
26
37
!
(
334
!
(
159 160
!
(W 111TH!
(ST
!
(
161
85
!
(
82
81
!
( !
(
109
104
92
!
( SIPHON
!
(93
!
(
175
!
(
!
(
45
38
39
W 111TH ST
!
(
!
(
4498
33
!
(
!
(
34
35
36
43
!
(49
!
(
!
(
11
W 106TH ST
18
!
( PL
W 111TH
*****
W 115TH ST
!
(29
!
(
!
(
1: EXCELLENT
!
(
2: GOOD
W 107TH ST
!
(
25
!
(
24
!
(
!
(
4: POOR
5: IMMEDIATE ATTENTION
W 108TH ST
SMD Manholes
30
W 109TH ST
31
W 110TH ST
32
42
!
( 52
!
(
!
(
53
!
(
!
U
W 113TH ST
Other
Manhole Type
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
? Siphon
Maintained by Others:
Trunk Sewerlines
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Non SMD Sanitary Sewers
54
W 113TH ST
W 116TH ST
QMR
17
W 112TH ST
HAWTHORNE
SMD Sanitary Sewers
W 111TH PL
50
!
(51
263
1,440
Feet
46
257
1,080
W 105TH ST
S-1591-1
!
(
91
720
3: FAIR
61
!
(
90
6
360
Legend
12
40
LENNOX BLVD
!
(87
9
!
(
W 111TH ST
!
(
!
(
4
253
!
(!
(
264
7159
!
( !
(
!
(
117
!
(
115
!
(
!
(
!
(
!
(!
(
157
158
!
(
72
10
60
!
(
!
(
120
137
138
73
75
156
!
(
70
!
(
!
(
!
(
179
250
251
!
(
S PRAIRIE AV
149
133
!
(
267
S FLOWER ST
S MYRTLE AV
S LA BREA AV
S MAPLE ST
!
(
67
!
?
S-1591-3
W 115TH ST
!
(
148
268
!
(
111TH ST 282
!
(284
S GREVILLEA AV
S WALNUT ST
S WALNUT ST
S FIR AV
S TRURO AV
CO
269
CONDON AV
!
(
30
188
R>
/CL
T><
279
/FN
<
218
Y
!
(
W
231 W 112TH ST
229
228
227
!
(
SIT
!
(
!
(230
!
(
!
(
RAN
!
(
LR>
&T
</C
Y
RW
NT >
F
F
/
Y<
ON
E
TW
ERS
L IN
NS I
AND
EEN & TRA
N
R
N
G
Y
GL E
RW
TRO
='8'>
M E S ON F
size
T
R
N
E
ND
><F
NA
50'
= '4
LEN
'>G
lack
'8
b
=
R
size
<CL
NT
><F
50'
'4
=
lack
Rb
<CL
SUNDALE AV
*****
!
(
!
(
!
(
!
(
!
(
286
*****
S-1537-4
!
(
43
233
BUFORD AV
!
(
!
(
29
41
42
270
!
(
!
(
!
(
!
(
!
(
329
W 110TH ST
287
(
!!
(
!
(
198
214
25
!
(
199
328
3638
28
!
(
!
(
!
(
!
(
37
242
!
(
327
23
!
(
213 200
323
289
!
(
!
(!
(
(!
243
(!
150
57 5
!
( !
(
"
‚
18
17
324
!
(290
!
(288
!
(
!
(
!
(
62
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
***
**
Y0TV0506B
W IMPERIAL HWY
***
*
*
PRAIRIE AV
312
!
( 291
!
(
326
!
(
292
182
181
!
(
S OSAGE AV
!
(
!
(
63
OXFORD AV
313
189
!
(
S EASTWOOD AV
!
(
!
(
65
MENLO AV
!
(
197
!
(
S FREEMAN AV
!
(
!
(
66
FREEMAN AV
!
(
!
(22
201
!
(
!
(
0
!
(
190
127
CEDAR AV
(20
!
(19!
35
!
(
!
(
!
(
!
(
!
(
CEDAR AV
244212
!
(
196
191
132 128
!
( !
(
LARCH AV
322
202
!
(
183
131
!
(147
!
(
LARCH AV
316
!
(
295
!
(315
!
(!314293
294
(
LENNOX BLVD
S-1537-1
39
!
(40
!
(
195
184
BIRCH AV
!
(
245
!
(211
(!
!
(
!
(!
(146
S ACACIA AV
!
(
311
321
203
104TH ST
ACACIA AV
!
(
!
(
246210
(
!!
(
186W
!
(
192
S BURIN AV
310
194
!
(!
(187
S HAWTHORNE BLVD
!
(
205
!
(204
!
(
O
W 103RD ST
64
S BURIN AV
!
(
28
!
(
!
(
297
!
(
QUICK
MAINTENANCE
RATING
(QMR)
W 102ND ST
INGLEWOOD
S GREVILLEA AV
320
31
30
S GREVILLEA AV
!
(
!
(209
!!
(
(
!
(
S MANSEL AV
309
247 206
249
(
!!
(
21
34
!
(
308
!
( !
!
(
(319
!
(
27
29
GREVILLEA AV
W 111TH ST
!
(
298
!
( 317
!
(
!
(
!
(
299
307
39
Supervisorial District 2
Unincorporated County
S-1590-4
!
(
S MANSEL AV
!
(
33
!
(
296
!
(
!
(
!
(
99
!
(!
(306
!
(
26
Y0TV0506B
W 101ST ST
S MANSEL AV
16
!
(6
303
38
S FIRMONA AV
!
(
!
(
!
(
S FIRMONA AV
15
!
(
!
(!
(35
25
!
(
RAMONA AV
32
!
(
34
37
23
S TRURO AV
!
(
13
!
(
!
(
S TRURO AV
!
(
14
W 106TH ST
S FELTON AV
12
SAN DIEGO FRWY
!
(
S LA CIENEGA BLVD
LOS ANGELES
(
!
(!
!
(!
(20
24
CCTV PROJECT
W CENTURY BLVD
AV
10 11
!
(
17
14
!
(
E 99TH ST
RAVENSWOOD
!
(
!
(9
!
(
22
S TRURO AV
301302
(
!!
!
( (
2
!
(
7
!
(
13
1
!
(
W 106TH ST 8
36
16
!
(!
(19
TRURO AV
!
(
!
(
S-1590-3
CONDON AV
!
( !
(
!
(
33
!
(
21
EUCALYPTUS AV
!
(
!
(
157 3
40
11
!
(
DALEROSE AV
4
!
(156
!
(
!
(
1518
!
(!
(
S INGLEWOOD AV
!
(
5
!
(
158
!
(
!
(
1
10
12
INGLEWOOD AV
!
(
64
IRWIN AV
!
(
63
!
(
!
(
S BURL AV
!
(!
(!
(
!
(
3
5
6
S BUFORD AV
S
16 178
!
(
9
DALEROSE AV
!
(
!
(32 6!
(5
!
(4
2
!
!
(
(
S FELTON AV
AV
GA
TE
7
15
SAN DIEGO FRWY
GLASGOW PL
!
(
W 101ST ST
OC
EA
N
!
(
!
(7
!
(
1
S REDFERN AV
14
W 102ND ST
(
!
( !
"
‚
!
(11!
!
(12
10
!
(13
(
2
!
(
S EUCALYPTUS AV
*****
SHALLOW
W 101ST ST
!
(
W 104TH ST
8
IRWIN AV
S-1536-4
HINDRY AV
P
GALE AV
*****
W 99TH ST
ENCLOSURE 2
E 98TH ST
E 98TH ST
W 98TH ST
S ROSEWOOD AV
REDFERN AV
W 98TH ST
*****
W 98TH 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.
JULY 2009
95
!
(
103
!
(
105W
104
!
(
119TH ST 106
!
(
!
(
107
!
(
108
109
62 110
111
!
(
!!
(
!
(47
(
!
(
!
(
!
(
76
!
(
!
(
120W
121
!
(
119TH PL
!
(
!
(119
118
!
(
116
117
!
(
115
!
(
46
!
(
(!
114
77
!
(
150
119
148
!
(
!
(
147
149
120
127W
!
(
!
(
146
W 122ND ST
(143
!
( !
!
(
126
!
(142
W 123RD ST
!
(121
120TH ST 128
!
(
!
(
!
(
!
(
155
!
(137
!
(
130
131
145
W 121ST ST
!
(
!
(
144
140
!
(
122
!
(
138
!
(
CO
123
!
(
!
(
124
!
(
125
!
(
!
(
136
!
(
126
!
(
!
(
134 133
!
(
!
(
132
!
(
131
W 123RD PL
!
(
!
(130
129
!
(
128
!
(
137
!
(
138
!
(
139
189 W
118117W
W 124TH ST
!
(
!
(140
141
!
(
142
124TH PL147
!
(
!
(
177
W 127TH PL
!
(169
GLASGOW PL
!
(176
!
(
!
(
158 157
!
(
163 164
!
( !
(165
(!
168 167
(166
!
( !
(!
106 105W
!
(
(109
!!
(
113
125TH ST
!
(104
!
(
121ST ST
122ND ST
!
(
125
123RD ST
123RD PL
SIPHON
123
175
!
(
174 173
!
(
!
(
99 100W
!
(
126TH ST
!
( ST
A
!
( DR
!
(
93
92
!
( !
(
!
(
T
YS
AC(90
ST !
97
95
!
(
!
(101
91
S GREVILLEA AV
ACACIA AV
S HAWTHORNE BLVD
S MANSEL AV
S FIRMONA AV
S TRURO AV
S BURIN AV
3: FAIR
4: POOR
120TH ST
5: IMMEDIATE ATTENTION
SMD Manholes
!
(
R
85
!
(
!
(
!
(
*****
*
****
HAWTHORNE
!
(
78
79
!
(
77
87
!
(
S-1592-2
15
!
(
76
!
(
27
!
(
!
(
75
#
*
DROP
Shallow
W
X
Trap
!
? Siphon
Maintained by Others:
81
!
(
!
(
38
30
!
(
37
W 130TH ST
!
(
!
(24
!
(
!
!
(23 !
(21
(
22
31
W 129TH ST34
!
(33
!
(
36
!
(
!
(
35
!
(
!
(
18
17
W 129TH ST
SMD Pump Satations
+
C
SMD Treatment Plants
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
Y0TV0506B
!
(19
32
P
Í
W 126TH ST
W EL SEGUNDO BLVD
25
!
(26
!
(
80
Standard
Trunk Sewerlines
16
!
( 82 29
28
(
!
( !
!
(
!
(
!
(
20
88
83
Other
Manhole Type
BROADWAY
!
(94
86
!
( 84
QMR
2: GOOD
SIPHON
!
(
1,440
SMD Sanitary Sewers
!
U
123RD ST
!
?!(116
!
?!(!(120
W 124TH ST
!
(108
98 CO
!
(
R
UP
*****
!
(116
350
47
119
1,080
1: EXCELLENT
W MICHU LN
AV
!
(
170
!
(162
!
(190
!
(
HAWTHORNE
!
(!
(
RT
W 127TH ST
!
(
56
349
BA
161
!
(159
!
(59
123RD PL
*****
!
(
!
(
153154
FR W Y
!
(151
107
146 145
152
!
(
123RD ST
!
( !
(
IEGO
W 125TH ST
W 126TH ST
!
(
E EL SEGUNDO BLVD
!
(
155160
(
!
(!
S-1538-1
S AVIATIO
N BLVD
150
148W
ST
122ND ST
143
!
(144
(!
SAN D
N AVIATION BLVD
!
(
149
*****
!
(
!
(
OCEAN GATE AV
!
(
!
(
!
(136
56
127
!
(
*****
65 W
!
( !
(
124TH ST 135
119TH ST
W 119TH PL
61 W 121ST
!
( !
(60
139
W 119TH ST
W 120TH ST
45 133
!
(!
!
( 134
113
(
112
(
(!
!
(!
!
(135
132
!
(
!
(
141
!
(
129
OE A
V
151
!
( !
(
!
(
125
TA H
!
(
!
(
HINDRY AV
124
!
(154 153
!
(
!
(
152
AVIATION BLVD
122
ISIS AV
!
(
123
JUDAH AV
NDO
EL S E G U
!
(
120TH ST
58
FELTON AV
!
(
720
Feet
Legend
TAHOE AV
102
360
W 118TH PL
49 48
!
( !
(
75
!
(
0
"
‚
!
(
O
W 118TH ST
ACACIA AV
96
S-1591-3
QUICK
MAINTENANCE
RATING
(QMR)
117TH ST
HAWTHORNE BLVD
!
(
Supervisorial District 2
Unincorporated County
HAWTHORNE WY
!
(97
CLYDE WALKER WY
W 117TH ST
HAWTHORNE AL
118TH PL
W 117TH ST
CCTV PROJECT
W 116TH ST
GREVILLEA AV
!
(
W 116TH ST
MANOR DR
98W
99
W 115TH ST
MANOR DR
!
(
DR
!
(
SE
UR
100
101
W 115TH ST
ENCLOSURE 2
Y0TV0506B
W IMPERIAL HWY
MANOR DR
CO
!
(
!
(
!
(
50
T
NSI
MANOR DR
N
CO
!
(
74
51
RSO
T RA
*****
S-1591-2
RAMONA AV
93
52
E
AND
NN
GL E
'>
e='8
Y&
RW
NF
TRURO AV
!
(
!
(
*****
>
CLR
></
FNT
/
<
WY
TRURO AV
!
(
53
!
(279
EUCALYPTUS AV
!
(
94
!
(
IC
IF
W 118TH ST
!
(
54
siz
T
<FN
218
227
!
(
!
(
GALE AV
!
(
55
228
GALE AV
57
!
(
INGLEWOOD AV
!
(
S-1537-4
72
!
(73
'>
'450
k=
blac
R
L
<C
SUNDALE AV
67
81
!
(229
!
(31
SUNDALE AV
!
(
!
(
W 112TH ST
CO
FELTON AV
!
(80
!
(
44
30
TAHOE
AV
117TH ST
!
(
230
CONDON AV
43
SAN DIEGO FRWY
79W
!
(
C
PA
AVIATION BLVD
116TH ST 68
!
(
*****
!
(
42
S LA CIENEGA BLVD
71 78
(
!
(!
HORNET WY
69W
!
(
JUDAH AV
BNSF RR
70
231
41
METRO GREEN LINE
!
(
!
(
SAN DIEGO FRWY
!
(
232
BURL AV
TAL CITY DR
LOS ANGELES
E IMPERIAL HWY
P
!
(
SHOUP AV
CONTINEN
!
(
29
BUFORD AV
!
(
!
(
S INGLEWOOD AV
*****
HINDRY AV
*****
S-1537-1
W 129TH 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.
JULY 2009
87
!
( 84 !
!
( (
!
(
88
!
( 82 2928
83
!
!
( (
!
(
!
(
27
!
(
RR
!
(
79
80
!
(
!
(
30W
81
!
(
!
(
!
(
77
!
(
76
!
(
75
!
(
W 130TH ST
38
!
(37
70
!
(
61
73
72
!
(
!
(
69
!
(
62
!
(
68
63
!
(
60
!
(
59
!
(
!
(
!
(
46
!
(
!
(
!
(47
!
(
45
!
(
44
!
(
!
(
!
(
!
(
!
(14
!
(
51
!
(
57
W 134TH ST
!
(63
!
(
53
!
(
51W
52
!
(
49
134TH PL
!
(64
!
(
7
42
!
(
!
(
!
(
!
(40
37
!
(
38
!
(76
W 137TH ST
!
(6
!
(
47
!
(
!
(
52
!
(
32
!
(
31
!
(
29W
30
!
(
46
!
(
53
!
(
56
W 132ND ST
!
(
60
!
(
59
!
(
W 133RD ST
W 133RD ST
!
(
!
(
W 134TH ST
W 134TH ST
66
!
(
!
(
74
67
72
!
(
!
(
68
71
!
(
135
TH
S
W 135TH ST
!
(
70
W 136TH ST 79
!
(78
!
(
82
!
(
!
(
83
!
(
88
!
(
87
!
(
86
!
(
3: FAIR
4: POOR
W 137TH ST
W 137TH PL
85
S-1592-4
!
(
!
(
22
17
!
(
16
11
!
(
15
!
(
!
(
!
(
!
(!
(
!
(
!
(
W 142ND PL
!
(2
!
(
*****
!
(
**
**
*
COURT WY
139TH ST
!
(98
W 140TH ST
!
(100
13
!
(
109
!
(
!
(
!
(
!
(
110
!
(
!
(
!
(
92
!
(
93
W 138TH ST
96
102
!
(
!
(
95
!
(
103
!
(
94
104
W 140TH ST
W 138TH ST
W 138TH ST
W 139TH ST
121
111
!
(
107
112
!
(
!
(
!
(
106
113
!
(
114W
!
(
105
S-1593-2
Manhole Type
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
? Siphon
Maintained by Others:
W 141ST ST
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
W 141ST ST
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
Non SMD Maintained MH
W 142ND ST
142ND ST
1
!
(
!
(
!
(
421
420
399 398
!
( !
(
419
!
(
!
(
695
SMD Operations Maps
!
(397
Y0TV0506B
W ROSECRANS AV
!
(
381
380
!
(
344
LAWNDALE
396
Other
Trunk Sewerlines
141ST ST
!
(
3
97
101
!
(
!
(
99
108
187
4
S OCEAN GATE AV
AV
5
!
(
14
12
!
(
6
18W
(
!
(!
*****
!
(
!
(
20 19
21
91
5: IMMEDIATE ATTENTION
*****
90
S HAWTHORNE WY
!
(
138TH ST
BURIN AV
!
(1
2: GOOD
!
U
382
!
(
379
!
(
371
!
(
!
(
370
!
(
*****
W 138TH ST
SMD Sanitary Sewers
SMD Manholes
GREVILLEA AV
27
1,440
1: EXCELLENT
W 137TH ST
84
GREVILLEA AV
!
(
1,080
Legend
W 136TH ST
*****
26
720
Feet
W 135TH ST
T
80
S MANOR DR
!
(
360
HAWTHORNE
W 136TH ST
75
77
0
QMR
69
MANSEL AV
25
FREEMAN AV
58
65
O
W 132ND ST
54
57
!
(
!
(
!
(
137TH PL 89
CEDAR AV
BIRCH AV
GREVILLEA AV
MANOR DR
RAMONA AV
W 131ST ST
115
62
81
S SHOUP AV
23
87
HINDRY AV
45
!
( 55
!
(
*****
!
(
9 10
*****
44
61
73
CO
!
(
SHOUP AV
!
(
142ND PL
!
(
42
!
(
!
(
W 130TH ST
RAMONA AV
24
!
(
HI
ND
RY
43
!
(
132ND ST 48
65
S-1592-1
17
S-1592-3
!
(!
(
RR
!
(
!
(
QUICK
MAINTENANCE
RATING
(QMR)
W 129TH ST
W 130TH ST
!
(41
49W
35
!
(
129TH ST
345
!
(
!
(346
!
(339
(341!
!
(
340
!
(
!
(
!
(
336
!
(
LARCH AV
34 33
!
(
( !
141ST ST
S-1539-1
50
36
W 131ST ST
W 133RD ST
!
(41
36
39
!
(
139TH ST
W 129TH ST
*****
!
(
43
!
(
!
(
!
(
48
!
(
67
58
54
!
(
40
!
(
Y0TV0506B
W 129TH ST
FIRMONA AV
!
(
140TH ST
142ND ST
55
W 135TH ST
35
*****
ISIS AV
56
74
64
!
(
!
(
138TH PL
18
KINGSDALE AV
138TH ST
!
(
LA CIENEGA BLVD
SAN DIEGO FRWY
137TH PL
S-1538-4
!
(
SAN DIEGO FRWY
HEATHER WY
GRIDER AV
137TH ST
!
(
!
(
!
(
136TH ST
F
!
(
134TH ST
135TH ST
BN
S
!
(
!
(
134TH ST
GLASGOW PL
HANSWORTH AV
GRIDER AV
!
(
*****
V
DELAFIELD AV
KA
HINDRY AV
AR
!
(
134TH PL
34
FIRMONA AV
EP
R
!
(
TRURO AV
D
LY
3
13
T
DS
!
(
*****
SC
S
WI
U
EB
71
SHOUP AV
!
(
OCEAN GATE AV
*
T
!
(
HAWTHORNE BLVD
78
!
(
S
RN
33
129TH ST 31
CCTV PROJECT
Supervisorial District 2
Unincorporated County
!
(19
HAWTHORNE AL
!
(
132ND ST
!
!
(
(23 !
(21
22
32
S-1592-2
S-1538-1
*
***
!
(24
!
(
P
UP
W EL SEGUNDO BLVD
25
!
(26
ENCLOSURE 2
"
‚
!
(
86
85
WASHINGTON AV
!
(173
TRURO AV
EUCALYPTUS AV
TA
V
*****
!
(94
EUCALYPTUS AV
!
(
!
(
S CONDON AV
175
!
(
91
93
92
!
( !
(
GALE AV
!
(176
95
!
(
W 126TH ST
INGLEWOOD AV
GLASGOW PL
!
(15
T
Y S(90
AC !
ST
*****
177
174
*****
ISIS AV
!
(
(
!
(!
!
(
!
(169
97
BA
R
166
98
!
(
*****
168167
*****
W 127TH PL
!
(
(!
*****
170
!
(
!
(162
SEGUNDO
E EL SEGUNDO BLVD
S LA CIENEGA BLVD
165
DR
TA
163164
S
CO
W 127TH ST
!
(
!
(
!
(
161
335
334
!
(
145TH ST
!
(338
!
(
337
!
(
307
308
309
S-1593-1
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.
JULY 2009
ENCLOSURE 3:
• Quick Structural Rating Report
Priority List
• Quick Structural Rating Map
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
UNINCORPORATED COUNTY OF LOS ANGELES(Y0TV0506B)
as of 06/12/06
ITEM NO.
QSR
START MH
END MH
STREET
OBSERVATION: LOCATION
PROPOSED CORRECTIVE METHOD
1
5344
1591-0335
1591-0336
110th St
Emergency Project (completed 05/09)
2
3
5243
5243
1537-0051
1592-0071
1537-0050
1592-0070
Pacific Concourse Dr
135th St
4
5
6
7
5242
5200
5200
5142
1592-0026
1591-0292
1537-0062
1537-0012
1592-0025
1591-0291
1537-0058
1537-0011
El Segundo Bl
Lennox Bl
Lacienega Bl
Lacienega Bl
Hole with soil visible: 7', 161'; fractures and cracks (multiple
locations)
Broken & deformed: 89'
Hole with soil visible: 344'; fractures and cracks (multiple
locations)
Broken: 29'; fractures (multiple locations)
Fractures: 6'
Broken: 11'
Collapse: 250'; fractures and cracks (multiple locations)
8
9
10
11
12
13
14
5142
5141
5141
5141
5141
5141
5131
1591-0127
1591-0251
1592-0055
1538-0065
1591-0287
1538-0146
1591-307A
1591-0126
1591-0250
1592-0056
1538-0064
1591-0288
1538-0145
1591-307
AW/ Hawthorne Bl
Truro Av
Inglewood Av
Ocean Gate Av
Burl Av
124th Pl
Buford Av
15
513B
1538-0174
1538-0176
El Segundo Bl
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
5122
5122
5122
5121
5111
5111
5100
5100
5100
5100
4736
4632
4631
4535
453C
4433
4336
4334
4333
4331
433A
4238
4237
4236
4234
4233
4233
4232
4232
4231
4231
4231
4221
4211
1591-0218
1538-0052
1591-0157
1591-0085
1592-0070
1591-0298
1592-0093
1591-0240
1591-0160
1591-0088
1592-0007
1592-0072
1592-0052
1592-0092
1538-0176
1592-0082
1592-0067
1592-0051
1592-0048
1538-0075
1591-0194
1538-0076
1538-0131
1538-0150
1591-0324
1592-0085
1538-0174
1592-0081
1537-0146
1592-0018
1591-0336
1592-0036
1537-0130
1537-0005
1591-0219
1538-0053
1591-0158
1591-TRNK
1592-0069
1591-0299
1592-0094
1591-0241
1591-0159
1591-0087
1592-0073
1592-0071
1592-0053
1592-0093
1538-0177
1592-0083
1592-0068
1592-0052
1592-0047
1592-0038
1591-0195
1538-0075
1538-0130
1538-0151
1591-TRNK
1592-0093
1538-0173
1592-0082
1537-0145
1592-0017
1591-0338
1592-0035
1537-0131
1537-0064
Inglewood Av
Ocean Gate Av
Mansel Av
111th St
Inglewood Av
Felton Av
Inglewood Av
Inglewood Av
111th St
Lennox Bl
135th St
135th St
133rd St
138th St
El Segundo Bl
137th St
134th Pl
133rd St
132nd St
130th St
Condon Av
130th St
123rd Pl
125th St
Lennox Bl
Inglewood Av
El Segundo Bl
137th St
121st St
Inglewood Av
110th St
130th St
120th St
Ease/ 104TH ST
Line has been abandoned. No action needed.
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact. No action needed.
Lining: MH to MH
Emergency Point Repair (completed: 05/15/06)';
Lining: MH to MH
Hole with soil visible: 14'
Lining: MH to MH
Broken with soil visible: 82'
Lining: MH to MH
Hole with soil visible: 324'; multiple fractures and cracks
Lining: MH to MH
Broken: 42'; broken with soil visible: 46'; large joint offset: 73' Lining: MH to MH
Broken with soil visible: 19'
Lining: MH to MH
Broken with soil visible and fractures: 5'
Lining: MH to MH
Broken with soil visible: 23'; broken at End MH
Lining: MH to MH; CSMD to repair base of End
MH 1591-0307.
Hole with soil visible: 230'; fractures and cracks (multiple
Lining: MH to MH
locations)
Broken with soil visible:227'; large joint offset:162'
Structural integrity in tact. No action needed.
Broken with soil visible: 27'; large joint offsets: 59', 64'
Lining: MH to MH
Broken with soil visible and fractures: 96': cracks
Lining: MH to MH
Large joint offset: 37'; broken: 46'
Structural integrity in tact. No action needed.
Broken with soil visible and fractures: 20'; cracks
Lining: MH to MH
Broken:17'
Structural integrity in tact. No action needed.
Hole with soil visible: 12'
Structural integrity in tact. No action needed.
Broken (capped with plastic pipe): 221'
Structural integrity in tact. No action needed.
Hole with soil visible: 94'
Structural integrity in tact. No action needed.
Hole with void visible: 34'
Point Repair (Completed 06/09)
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures and cracks
Structural integrity in tact. No action needed.
Fracture: 282'; cracks
Structural integrity in tact. No action needed.
Fractures: 56', 159'
Structural integrity in tact. No action needed.
Fractures and cracks (multiple locations)
Lining: MH to MH
Fracture: 301', 319'; cracks (multiple locations)
Lining: MH to MH
Fractures and cracks (multiple locations)
Lining: MH to MH
Fractures: 4', 216'; cracks (multiple locations)
Structural integrity in tact. No action needed.
Fractures and cracks
Structural integrity in tact. No action needed.
Fractures and cracks
Structural integrity in tact. No action needed.
Fractures: 51', 82'; cracks
Lining: MH to MH
Fractures: 142', 213'; cracks
Structural integrity in tact. No action needed.
Fractures: 4', 292'; cracks (multiple locations)
Lining: MH to MH
Fractures: 145', 189'
Structural integrity in tact. No action needed.
Fractures: 37', 74'; cracks (multiple locations)
Lining: MH to MH
Fracture: 33', 105'; cracks
Structural integrity in tact. No action needed.
Broken: 345'; fracture: 332'
Point Repair (Completed 05/09)
Fracture: 33'
Structural integrity in tact. No action needed.
LENGTH OF
REPAIR (FT)
350
36
118
350
331
300
341
160
306
73
28
278
142
100
314
350
350
350
310
275
325
305
333
326
357
193
350
328
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
UNINCORPORATED COUNTY OF LOS ANGELES(Y0TV0506B)
as of 06/12/06
ITEM NO.
QSR
START MH
END MH
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
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
4200
4200
4138
4136
4136
4135
4135
4135
4134
4134
4133
4133
4132
4132
4132
4132
4131
4131
4131
4131
4131
4131
4131
4131
4131
4131
4131
4122
4121
4121
4121
4121
4111
4111
4100
4100
4100
4100
4100
4100
4100
4100
4100
4100
4100
1591-0181
1591-0331
1591-0066
1592-0021
1592-0024
1538-0006
1592-0068
1592-0049
1592-0026
1538-0052
1537-0150
1538-0138
1592-0027
1538-0037
1592-0007
1537-0044
1592-0112
1591-0252
1592-0028
1592-0069
1592-0103
1591-0158
1538-0122
1538-0161
1592-0072
1537-0125
1538-0147
1591-0332
1592-0056
1592-0091
1538-0153
1592-0037
1538-0106
1538-0038
1591-0214
1591-0319
1592-0035
1538-0020
1592-0028
1538-0082
1536-0016
1591-0232
1591-0278
1591-0290
1537-0060
1591-0180
1591-0330
1590-CITY
1592-0019
1592-0021
1538-0005
1592-0069
1592-0048
1592-0024
1538-0051
1537-0152
1538-0139
1592-0026
1538-0038
1538-0049
1537-0067
1592-0113
1591-0253
1592-0027
1592-0058
1592-0104
1591-0160
1538-0123
1538-0162
1592-0073
1537-0126
1538-0146
1591-0331
1592-0115
1592-0092
1538-0152
1592-0038
1538-0105
1592-0006
1591-0213
1590-0037
1592-0017
1538-0021
1592-0029
1592-0028
1537-0063
1591-0231
1591-0279
1591-0289
1591-0056
STREET
OBSERVATION: LOCATION
PROPOSED CORRECTIVE METHOD
Firmona Av
109th St
Hawthorne Bl
El Segundo Bl
El Segundo Bl
142nd St
134th Pl
132nd St
El Segundo Bl
134th Pl
AE/ Aviation Bl
124th St
El Segundo Bl
137th St
135th St
116th St
142nd St
Truro Av
El Segundo Bl
Inglewood Av
140th St
Mansel Av
123rd St
127th St
135th St
120th St
124th Pl
Felton Av
Inglewood Av
138th St
125th St
130th St
125th St
137th St
Inglewood Av
Burl Av
130th St
139th St
El Segundo Bl
El Segundo Bl
La Cienega Bl
112th St
Dalerose Av
Lennox Bl
121st St
Large joint offset: 318'
Deformed and multiple fractures: 12'
Conrete pipe
Fracture: 147'; cracks (multiple locations)
Fractures and cracks (multiple locations)
Fractures and cracks (multiple locations)
Cracks (multiple locations)
Fracture: 232'; cracks (multiple locations)
Fracture: 207'; cracks (multiple locations)
Multiple fractures: 110'; cracks (multiple locations)
Multiple fractures: 103'; cracks
Cracks (multiple locations)
Fracture: 210'; cracks
Fracture: 225 '; large joint offset: 237'; cracks
Fracture: 165'; cracks (multiple locations)
Crack: 51', 118'
Fracture:185', 301'; crack: 281'
Fracture: 127'; cracks (multiple locations)
Fracture: 0'; crack: 11'
Fracture: 173'
Fracture: 175'; crack: 261'
Fracture: 87'; crack: 25', 71'
Fracture: 6'; cracks: 2', 230'
Fractures: 273'; cracks (multiple locations)
Fracture: 2'; crack: 127'
Fracture: 6'
Fracture: 137'
Fractures and joint offset: 6'
Fractures: 21'; 248'
Fracture: 4'
Fractures: 0', 164'
Fracture: 289'
Fractures: 15'
Fracture: 139'
Hole with soil visible :87'
Hole with soil visible: 106'
Fracture: 149'
Fracture: 34'
Fractures: 19'
Fractures: 146'
Fractures: 102'
Fracture:134'
Fractures: 68'
Fractures: 13'
Fractures: 177'
Structural integrity in tact.
Lining: MH to MH
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Lining: MH to MH
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Lining: MH to MH
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
Structural integrity in tact.
LENGTH OF
REPAIR (FT)
No action needed.
322
334
191
No action needed.
No action needed.
262
No action needed.
No action needed.
259
246
No action needed.
No action needed.
No action needed.
350
No action needed.
No action needed.
281
No action needed.
No action needed.
No action needed.
356
No action needed.
280
350
No action needed.
No action needed.
44
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
180
No action needed.
No action needed.
No action needed.
No action needed.
No action needed.
264
!
(
!
(
!
(
257
W 115TH ST
W 116TH ST
263
!
(
S FLOWER ST
S FREEMAN AV
S LARCH ST
!
(
117
!
(
115
!
(
158
!
(
139
159 160
!
(
!
(W 111TH!
(ST !
(
85
114
!
(
!
(
79
!
(
80
!
(
2/1591
0081/1591-008!
(81 !
(109
!
(82
161
!
(
107
106
!
(
105
!
(
0005/1591-CITY/1590
!
(
(55!
86
!
(
61
!
(!
(
!
?
!
(
90
!
(
91
!
(
SIPHON
175
*****
!
(
!
(
45
46
O
1
!
(6
0011/1591-0012/1591
!
!
(12
(11
21
W 107TH ST 19
!
(20
28
0026/1591-TRNK/1591
!
!
(27 33
(26
!
(
!
(29
0
330
660
990
1,320
!
(
18
17
!
(
Legend
SMD Sanitary Sewers
QSR
1:EXCELLENT
2: GOOD
0024/1591-0025/1591
!
(25
!
(24
3: FAIR
4: POOR
S-1591-1
37
!
(34
38
39
W 111TH
44 ST
!
(98
!
(
!
(
S PRAIRIE AV
41
89
0092/1591-0104/1591
!
(104
!
(92
!
(93
!
(7
0013/1591-0014/1591
!
!
(14
(16
13
!
(
S EASTWOOD AV
!
(
156
157
23 22
!
(!
(
0038/1591-0039/1591
118
LARCH AV
!
(
78
S ACACIA AV
137
!
(8
40
LENNOX BLVD
!
(87
!
(
W 105TH ST 0006/1591-0007/1591
!
(
!
(
35
36
43
!
(49
!
(
50
!
(51
!
( PL
W 111TH
5: IMMEDIATE ATTENTION
!
(30
!
(
S OSAGE AV
0040/1591-0041/1591
!
(
0077/1591-0088/1591
!
!
(77
(88
108
!
(58!
(15
0021/1591-0028/1591
0066/1591-CITY/1590
S HAWTHORNE BLVD
0132/1591-0133/1591
0125/1591-0126/1591
S BURIN AV
0123/1591-0124/1591
76
0079/1591-0080/1591
!
(
!
(
75
0002/1591-0003/1591
!
(3
!
(2
Feet
W 106TH ST
!
(
!
(
!
(
S MYRTLE AV
S LA BREA AV
S MAPLE ST
S GREVILLEA AV
0151/1591-0154/1591
S GREVILLEA AV
0028/1590-0030/1590
177
!
(
!
(
( !
!
(
0120/1591-TRNK/1591
!
(120
!
(
178
334
!
(
7159
4
0009/1591-0010/1591
!
!
(10
(9
60
!
(
!
(
0072/1591-0073/1591
!
(73
!
(72
!
(
!
(
SMD Manholes
!
U
31
Manhole Type
32
0042/1591-CITY/1591
!
(42
!
(52
!
(
Other
!
(
Standard
#
*
DROP
"
‚
253
333
255
!
(!
(
!
(
!
(
138
!
(!
(
(!
123
70
!
(
5
Shallow
W
X
Trap
!
? Siphon
Maintained by Others:
Trunk Sewerlines
53
****
*
!
(
54
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Non SMD Sanitary Sewers
W 113TH ST
HAWTHORNE
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
W IMPERIAL HWY
Y0TV0506B
W 115TH ST
W 116TH ST
***
*
*
PRAIRIE AV
!
(
!
(
256
252
136121
!
(
74
!
( !
(
YORK AV
!
(
275
S MANSEL AV
0027/1590-0031/1590
0181/1591-0182/1591
0179/1591-0180/1591
S TRURO AV
CONDON AV
0188/1591-0189/1591
!
(
!
(
124
!
(
!
(68
57
0052/1591-0053/1591
278
266
!
(
!
(
251
155
135
!
(
153
179
250
QUICK
STRUCTURAL
RATING
(QSR)
W 103RD ST
OXFORD AV
!
(
!
(
!
(
152
125
W 105TH ST 69
67
62
0098/1591-CITY/1591
!
(
276
!
(
!
(
154
Supervisorial District 2
Unincorporated County
W 101ST ST
MENLO AV
BUFORD AV
SUNDALE AV
FELTON AV
S-1591-3
S WALNUT ST S WALNUT ST
S FIR AV
S TRURO AV
0025/1590-0039/1590
0194/1591-0195/1591
DALEROSE AV
0203/1591-0204/1591
277
267
!
(
151
!
(
!
(
!
(
CEDAR AV
237
(219
!!
(
!
(
!
(
273
!
(
180
LR>
</ C
!
(
279
NT >
F
/
218
Y<
!
(
TW
229
228
227
!
(
0231/1591-0232/1591 W 112TH ST
NS I
!
(231
!
!
(232
(230
!
(
!
(
!
(
TRA
LR>
&
</ C
Y
RW
NT >
F
F
/
N
Y<
E
RS O
TW
L IN
NSI
NDE
EEN & TRA
NA
R
N
E
G
L
Y
'>G
RW
TRO
e='8
ME
NF
T siz
RSO
N
E
F
D
AN
' ><
NN
'450
k=
GL E
'8'>
blac
=
R
e
siz
<CL
NT
><F
50'
'4
=
lack
Rb
<CL
*****
CO
236
268
!
(
150
!
(
134
126
0063/1591-0065/1591
!
(65
!
(63
FREEMAN AV
31
!
(
CO
!
(
181
149
!
(
66
CEDAR AV
S-1537-4
!
(
!
(
(
!
(!
188
!
(
133
!
(
LARCH AV
43
30
!
(234
216
239
!
(
!
(
!
(
272
189
182
!
(
127
BIRCH AV
42
!
(
W 111TH PL 235
!
(
!
(
S FIRMONA AV
41
233
!
(
190
RAMONA AV
29
!
(
!
(
!
(
CONDON AV
!
(
!
(
0030/1537-0031/1537
!
(
0233/1591-0027/1537
(
!
(!
!
(
!
(
!
(
215
240
W 111TH ST 282
!
(284
197
!
(
148
0114/1591-0115/1591
285
!
(
183
!
(
ACACIA AV
340
!
(
!
(
196
!
(
132 128
!
( !
(
!
(64
S BURIN AV
26
339
!
(
!
(
191
131
!
(147
!
(
0136/1591-0137/1591
!
(
195
!
(
S-1590-4
INGLEWOOD
28
0138/1591-0139/1591
!
(336
286
271
184
Y0TV0506B
W 102ND ST
S GREVILLEA AV
W 110TH ST
!
(
!
(
!
(
!
(!
(146
CCTV PROJECT
30
GREVILLEA AV
329
!
( 337
!
(338
241!
(
31
S MANSEL AV
328
214
!
(
29
S MANSEL AV
!
(
!
(
27
ENCLOSURE 3
W CENTURY BLVD
!
(
!
(
199
0198/1591-0199/1591
!
!
(
(198
270
269
!
(
!
(
26
104TH ST
S FIRMONA AV
!
(330
25
!
(27
242
187
W
0186/1591-0187/1591
!
(186
192
0175/1591-TRUNK/1591
!
(
335
W 109TH ST
*****
*****
0040/1537-0041/1537
!
(
28
289 !
(
!
(!
(
(!
243
(!
!
(
S TRURO AV 0250/1591-0251/1591
332
!
(
! 331
(
!
(
S REDFERN AV
!
(
213 200
323
S-1591-2
!
(
(
!!
(
39
!
(
39
!
(194
!
(
202
201
!
(
0255/1591-0257/1591
!
(
212
!
(
0268/1591-0269/1591
!
!(
(
0201/1591-0202/1591
244
!
(
327
3638
!
(40
!
(
S INGLEWOOD AV
322
324
!
(290
!
(288
!
(
0246/1591-0247/1591
!
(!
(
211
25
S TRURO AV
24
S EUCALYPTUS AV
S ROSEWOOD AV
312
!
( 291
!
(
326
0211/1591-0212/1591
S BURL AV
!
(
245
203
!
(
!
(
38
205
!
(
!
(
23
!
(204
!
(
0270/1591-0271/1591
0012/1590-0013/1590
0319/1591-0037/1590
0010/1590-0011/1590
313
!
!
(
(
!
( 0292/1591-0293/1591
!
(
!
(292
294 293
311
210
246
(
!
(!
24
TRURO AV
!
(
!
(
321
247 206
!
(209
!!
(
(
22
0266/1591-TRNK/1591
!
(
!
(
37
310
21
EUCALYPTUS AV
36/1537
0035/1537-00
W 111TH ST
!
(
320
!
(287
34
35
316
!
(
295
!
(315
!
( 314
23
!
(
!
(
!
(
319 249
!
(
DALEROSE AV
S-1537-1
309
34
!
(!
(35
37
!
( !
(
( !
!
(
0276/1591-0278/1591
17
!
(
308
!20
!(
(
GALE AV
18
307
!
(
17
14
0239/1591-0240/1591
0214/1591-0215/1591
0216/1591-TRNK/1591
!
(
!
(
22
!
(
0322/1591-0324/1591
19
!
!
( (
20
21
36
296
0311/1591-0312/1591
!
(
0025/1537-0026/1537
!
(
!
(
297
!
(
16
!
(!
(19
13
0227/1591-0237/1591
!
(
!
(
298
!
( 317
!
(
!
(
33
299
11
!
(
S-1590-3
INGLEWOOD AV
32
16
!
(
!
(
0285/1591-0286/1591
!
(
!
(
S FELTON AV
!
(
!
(6
S REDFERN AV
!
(
15
!
(
0017/1537-0018/1537
S LA CIENEGA BLVD
!
(
14
!
(
13
SAN DIEGO FRWY
!
(
12
0015/1537-0016/1537
0011/1537-0012/1537
(
!
(!
11
W 106TH ST
99
!306
!(
(
10
1518
!
(!
(
AV
LOS ANGELES
!
(
!
(9
10
303
12
!
(
E 99TH ST
RAVENSWOOD
!
(
7
!
(
(302
!!
!
( (
301
2
!
(
W 106TH ST 8
33
BUFORD AV
S FELTON AV
S REDFERN AV
!
(
!
(
3
0309/1591-0310/1591S
!
(
!
(
!
(
!
(
9
0338/1591-0339/1591
!
( !
(
1
!
(
40
1
0033/1590-0303/1591
AV
!
(
!
(
157 3
6
0001/1590-0002/1590
TE
GA
N
4
!
(156
!
(
5
0295/1591-0296/1591 0297/1591-0298/1591
RNK/1537
!
(
5
158
!
(
!
(
0001/1537-0006/1536
OC
EA
S
!
(
64
0157/1537
-0158/1537
!
(
8
SAN DIEGO FRWY
GLASGOW PL
!
(!
(!
(
!
(32 6!
(5
!
(4
2
!
!
(
(
0301/1591-0040/1590
1617
0063/1537-T
W 104TH ST
IRWIN AV
15
!
(
63
7
!
(
W 101ST ST
IRWIN AV
0014/1536-0015/1536
14
!
(
"
‚
12
!
!
(11!
(10
!
(13
(
!
(
W 102ND ST
8
!
(
0007/1590-0001/1536
!
(7
(1
!
(2 !
SHALLOW
W 101ST ST
0007/1536-0008/1536
S-1536-4
HINDRY AV
P
W 99TH 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.
JULY 2009
!
(
*****
49 48
!
( !
(
!
(
119TH ST 106
!
(
!
(
107
!
(
108
!
(
109
62 110
111
!
(
!
(!
!
(47
(
!
(
76
!
(
!
(
!
(
120W
121
!
(
119TH PL
!
(
!
(119
118
!
(
117
!
(
116
115
!
(
46
(
!
(!
114
150
!
(
119
125
148
!
(
147W
!
(
149
!
(
127W
!
(
121ST ST
!
(146
W 122ND ST
(143
!
( !
120
126
!
(142
W 123RD ST
!
(121
120TH ST 128
!
(
!
(
!
(
!
(
155
!
(137
!
(
130
131
145
!
(
144
140
!
(
122
!
(
!
(
138
139
!
(
!
(
124
!
(
!
(
125
!
(
!
(
136
!
(
126
!
(
!
(
134 133
!
(
!
(
132
!
(
131
W 123RD PL
!
(130
!
(
129
!
(
128
!
(
65 W
189 W
118117W
137
!
(
138
!
(
139
W 124TH ST
!
(140
141
!
(
142
!
(
!
(
177
W 127TH ST
!
(162
W 127TH PL
!169
(
GLASGOW PL
!
(176
!
(
!
(
158 157
!
(
163 164
!
( !
(165
(!
!
(
175
!
(
168 167
(166
!
(!
174 173
!
(
!
(
!
(190
!
(116
W 124TH ST
!109
!(
(
!
(108
106 105W
!
(
113
350
119
!
(
125
**
*****
S BURIN AV
S GREVILLEA AV
S MANSEL AV
S FIRMONA AV
122ND ST
123RD ST
GREVILLEA AV
SMD Manholes
123RD ST
123RD PL
SIPHON
123
!
(
!
( ST
A
!
( DR
!
(
93
92
!
( !
(
!
(
!
(
T
YS
AC(90
ST !
97
95
!
(
!
(101
!
(
79
86
!
( 84 !
!
( (
87
80
!
(
!
(
83
20
16
S-1592-2
15
88
!
28
( 82 29
(
!
( !
!
(
!
(
27
25
!
(26
!
(
!
(
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
Trunk Sewerlines
!
(94
85
!
(
!
? Siphon
Maintained by Others:
BROADWAY
RR
UP
91
81
!
(
30
Other
Manhole Type
SIPHON
!
(
126TH ST
5: IMMEDIATE ATTENTION
!
U
!
?!(116
!
?!(!(120
!
(104
120TH ST
121ST ST
47
!
(
125TH ST
!
(
99 100W
*****
ION BLV
HAWTHORNE
*****
!
(
123RD PL
98 CO
!
(
*****
S AVIAT
**
*
2: GOOD
HAWTHORNE
!
(!
(
D
E EL SEGUNDO BLVD
170
!
(159
1:EXCELLENT
W MICHU LN
AV
*****
N AVIATION BLVD
!
(
161
W 126TH ST
!
(
153154
!
(
!
(
123RD ST
!
( !
(
W 125TH ST 152
!
(151
107
146 145
RT
155160
(
!
(!
!
(
QSR
4: POOR
349
BA
150
!
(
124TH PL147
IEGO
FRWY
!
(
148W
ST 56
!
(59
143
SAN D
EL SEGUNDO
149
!
(
122ND ST
(144
!
(!
!
(
!
(
S DOUGLAS ST
!
(
*****
N DOUGLAS ST
!
(
!
( !
(136
56
127
!
(
( !
124TH ST 135
SMD Sanitary Sewers
W 119TH ST
W 119TH PL
61 W 121ST
!
( !
(60
CO
123
45 133
!
(!
!
( 134
113
(
112
(
(!
!
(!
!
(135
132
!
(
!
(
141
!
(
129
OE A
V
151
!
( !
(
!
(
JUDAH AV
152
!
(
1,440
Legend
W 120TH ST
TA H
124
!
(154 153
!
(
!
(
1,080
3: FAIR
77
!
(
AVIATION BLVD
122
HINDRY AV
120TH ST
123
ISIS AV
!
(
58
FELTON AV
!
(
105W
104
TAHOE AV
!
(
103
OCEAN GATE AV
!
(
102
720
Feet
W 118TH PL
75
!
(
S-1538-1
S-1591-3
360
"
‚
!
(
!
(
O
0
HAWTHORNE WY
!
(97
50
95
Supervisorial District 2
Unincorporated County
117TH ST
MANOR DR
!
(
96
Y0TV0506B
QUICK
STRUCTURAL
RATING
(QSR)
MANOR DR
!
(
118TH PL
51
W 118TH ST
CLYDE WALKER WY
MANOR DR
!
(
98W
99
!
(
W 117TH ST
MANOR DR
JUDAH AV
AVIATION BLVD
BNSF RR
!
(
!
(
100
101
93
DR
HORNET WY
74
!
(
52
SE
UR
!
(
94
O
NC
CO
S-1537-4
!
(
C
FI
CI
PA
W 118TH ST
!
(
!
(
W 117TH ST
RAMONA AV
!
(
!
(
72
!
(73
54
53
CCTV PROJECT
W 116TH ST
TRURO AV
55
!
(
W 116TH ST
TRURO AV
57
ENCLOSURE 3
W 115TH ST
EUCALYPTUS AV
!
(
*****
W 115TH ST
GALE AV
81
S TRURO AV
W IMPERIAL HWY
67
!
(
!
(
S-1591-2
GALE AV
!
(
31
INGLEWOOD AV
!
(80
!
(
227
!
(
!
(
BURL AV
117TH ST
!
(
44
!
(
*****
SHOUP AV
79W
!
(
!
(229
CO
30
FELTON AV
71 78
(
!
(!
!
(
W 112TH ST 228
279
CONDON AV
!
(
SAN DIEGO FRWY
116TH ST 68
230
DALEROSE AV
43
S LA CIENEGA BLVD
69W
!
(
!
(
SUNDALE AV
DR
70
231
AV
Y
IT
!
(
42
METRO GREEN LINE
<CLR black = '450' ><FNT size='8'>GLENN ANDERSON FRWY & TRANSIT WY</FNT></CLR>
!
(
!
(
TAHOE
C
!
(
232
41
!
(
LOS ANGELES
!
(
SAN DIEGO FRWY
L
HINDRY AV
TA
E IMPERIAL HWY
!
(
29
218
S INGLEWOOD AV
EN
*****
IN
P
!
(
BUFORD AV
NT
*****
SUNDALE AV
O
C
S-1537-1
263
!
(40
!
(
!
(
24
!
(
23
W EL SEGUNDO BLVD
22
!21
(
!
(
!
(19
32
31
W 129TH ST34
!
(33
!
(
!
(
18
W 129TH ST
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Non SMD Sanitary Sewers
W 126TH ST
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
Y0TV0506B
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.
JULY 2009
!
(
78
!
(
!
(
61
!
(
77
!
(
80
!
(
76
!
(
73
72
!
(
69
!
(
68
!
(
!
(
!
(
!
(
62
!
(
63
!
(
!
(
!
(
60
!
(
!
(
59
W 130TH ST
38
!
(37
74
!
(
67
!
(
39
!
(
!
(
33
!
(
36
!
(
!
(
34
18
!
(
!
(
44
!
(
56
!
(
55
!
(
!
(14
54
46
!
(
47
!
(
48
!
(
!
(
45
!
(
35
44
!
(
!
(
43
51
!
(
W 134TH ST
!
(63
!
(
53
!
(
52
!
(
51
!
(
64
!
(
!
(
7
!
(
!
(
36
!
(
W 130TH ST
45
!
( 55
!
(
W 131ST ST
52
!
(
W 132ND ST
46
47
53
56
W 132ND ST
54
!
(
115
W 133RD ST
57
!
(
37
!
(
38
62
!
(
60
!
(
59
!
(
W 133RD ST
58
0
W 134TH PL
!
(67
!
(
68
136TH ST
!
(76
W 137TH ST
!
(6
!
(
!
(
!
(72
!
(
135
T
81
HS
70
!
(
!
(
78
!
(
82
!
(
79
!
(
83
2: GOOD
80
W 136TH ST
4: POOR
!
(
!
(
!
(
!
(
87
!
(!
(
!
(
6
!
(
5
!
(100
13
!
(
109
4
101
!
(
!
(
3
!
(
110
!
(
121
111
!
(
102
107
!
(
112
!
(
!
(
!
(
!
(
95
94
!
(
103
106
113
104
1
S-1593-2
W 145TH ST
W 140TH ST
W 139TH ST
*****
96
GREVILLEA AV
!
(
!
(
!
(
!
(
97
108
187
!
(2
!
(
!
(
S HAWTHORNE WY
W 140TH ST
14
12
!
(98
99
W 138TH ST
!
(
!
(
114W
!
(
105
W 141ST ST
!
(
Standard
#
*
DROP
Shallow
W
X
Trap
!
? Siphon
Maintained by Others:
W 141ST ST
Trunk Sewerlines
W 142ND ST
142ND ST
P
Í
SMD Pump Satations
+
C
SMD Treatment Plants
Non SMD Sanitary Sewers
!
(
!
(
!
(
421
420
399 398
!
( !
(
419
!
(
!
(
!
(
695
396
W ROSECRANS AV
381
!
(
397
!
(
!
(
382
379
!
(
371
!
(
370
(378
!
(383 !
!
(
418
!
(
400
!
(
344
!
(
345
!
(
!
(
336
!
(
335
!
(
LAWNDALE
!
(
!
(
!
(
Trunk Mh
!
(
Non SMD Maintained MH
SMD Operations Maps
380
LARCH AV
11
15
139TH ST
W 138TH ST
HAWTHORNE BLVD
!
(
!
(
18W
!
(
93
346
!
(
369
!
(
347
340
!
(341!
(
!
(
*****
!
(
(!
16
20 19
(
!
(!
!
(
BURIN AV
9 10
!
(
21
92
Other
Manhole Type
W 138TH ST
*****
17
!
(
!
(
GREVILLEA AV
!
(
22
S SHOUP AV
!
(
91
*****
!
(
S MANOR DR
90
MANSEL AV
!
(
*****
!
(1
FIRMONA AV
W 138TH ST
KINGSDALE AV
27
SMD Manholes
!
U
138TH ST
FIRMONA AV
!
(
S OCEAN GATE AV
*****
!
(
TRURO AV
26
W 137TH ST
W 137TH PL
85
EUCALYPTUS AV
!
(
COURT WY
*
RR
HINDRY AV
F
!
(
86
GALE AV
25
HAWTHORNE
*****
!
(
87
S CONDON AV
AV
*****
142ND PL
Y
23
!
(
*
***
LI
NE
!
(
88
INGLEWOOD AV
!
(
!
(
BN
S
!
(
SHOUP AV
139TH ST
SAN DIEGO FRWY
ISIS AV
24
W 142ND PL
TAN BEACH
!
(
137TH PL 89
!
(
*****
JUDAH AV
!
(
29W
30
5: IMMEDIATE ATTENTION
!
(
S-1592-3
!
(
HI
ND
R
142ND ST
!
(
31
3: FAIR
W 137TH ST
84
*****
LA CIENEGA BLVD
!
(
!
(
( !
138TH ST
32
QSR
1:EXCELLENT
137TH PL
34 33
1,440
SMD Sanitary Sewers
W 135TH ST
T
W 136TH ST
75
77
1,080
Legend
69
!
(
720
Feet
!
(
W 135TH ST 71
74
360
W 134TH ST
W 134TH ST
65
66
O
!
(
61
73
!
(
40W
!
(
QUICK
STRUCTURAL
RATING
(QSR)
W 130TH ST
W 135TH ST
42
41
BIRCH AV
17
!
(
57
49
!
(
W 129TH ST
42
!
(
!
(
!
(
!
(
!
(
Supervisorial District 2
Unincorporated County
W 129TH ST
!
(
35
43
132ND ST 48
!
(
Y0TV0506B
!
(
S-1592-2
!
(41
49W
50
40
!
(
W 131ST ST
W 133RD ST
58
!
(
!
(
141ST ST
S-1539-1
!
(
!
(
!
(
137TH ST
140TH ST
N
!
(
CCTV PROJECT
19
32
129TH ST 31
CO
138TH PL
RE
E
75
30W
!
(
!
(23 !
(
!
(21
22
24
*****
GRIDER AV
ROSSBURN AV
HEATHER WY
136TH ST
!
(
SAN DIEGO FRWY
GLASGOW PL
135TH ST
G
!
(26
!
(
65
!
(
M
ET
RO
81
64
134TH ST
134TH PL
S-1538-4
!
(
70
134TH ST
UTAH AV
!
(
W EL SEGUNDO BLVD
25
27
!
(
*****
GRIDER AV
!
(
HINDRY AV
AV
DELAFIELD AV
RK
JUDAH AV
A
EP
T
!
( 82 29
!
(28
!
( !
(
SHOUP AV
D
LY
132ND ST
AV
TH
S
RD
88
83
!
(
71
ENCLOSURE 3
"
‚
*****
!
(
79
*****
SC
R
R
WO
NS
HA
BU
T
NS
!
(
!
(
!
(
R
PR
87
HAWTHORNE AL
!
( 84 !
!
( (
*****
3
13
HAWAII ST
86
85
MANOR DR
*****
!
(
RAMONA AV
!
(
RAMONA AV
174 173
!
(
TRURO AV
175
!
(
!
(
!
(
92
!
(93!
(
94
OCEAN GATE AV
PL
!
(176
*****
177GLASGOW
!
(95
168 167
(166
!
(!
*****
ISIS AV
!
(
!
(169
S-1538-1
SE
WI
S AVIATION BLVD
W 127TH PL
!
(
E EL SEGUNDO BLVD
U
N AVIATION BLVD
P
EL SEG
UNDO
BNSF RR
170
!
(
!
(
339
!
(
334
!
(
338
145TH ST
!
(337 !
(
342
!
(
333
!
(
712
307
308
309
711
!
(310
!
(
Y0TV0506B
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.
JULY 2009
ENCLOSURE 4:
Infrastructure Inspection Reports
for Grades 4 and 5
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
418
PSR:
73706
Total Pipe Length:
320
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
110TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0335/1591-0336/1591
Tape/Media #:
2
Start MH:
1591-0335
End MH:
1591-0336
pipe length:
305.93 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:363
1591-0335
0.00
position
Upstream Manhole, Survey Begins
observation
00:00:30
MPEG
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:42
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:54
M2
6.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:14
240a
7.32
Hole Soil Visible, from 07 to 09 o´clock, within 8 inch: YES
00:02:00
241a
7.32
Roots Ball Joint, from 07 to 09 o´clock, 20 %, within 8 inch: YES
00:02:20
242a
8.34
00:02:54
243a
25.53
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 70%
Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
00:03:30
244a
S3
31.53
Crack Multiple, from 08 to 02 o´clock, within 8 inch: YES
00:04:04
245a
S3
34.78
Crack Longitudinal, at 08 o´clock, within 8 inch: YES
00:04:26
246a
S2
37.63
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:05:02
247a
S3
40.89
Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
00:05:36
248a
S3
44.14
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:06:06
249a
S3
50.34
Crack Circumferential, from 03 to 05 o´clock, within 8 inch: YES
00:06:29
250a
S1
52.89
Crack Longitudinal, at 05 o´clock, within 8 inch: YES
00:07:03
251a
S2
53.40
Crack Circumferential, from 09 to 02 o´clock, within 8 inch: YES
00:07:36
252a
S1
54.62
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:53
253a
56.75
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
00:08:45
254a
S3
56.75
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:09:06
255a
S3
59.09
Fracture Circumferential, from 11 to 01 o´clock, within 8 inch: YES
00:09:46
256a
S2
59.70
Fracture Multiple, from 03 to 11 o´clock, within 8 inch: YES
00:10:24
257a
S4
63.97
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:59
258a
73.33
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:24
259a
101.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:01
260a
103.64
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:12:29
261a
S2
103.64
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:12:44
262a
S2
Y0TV0506B_v7.mdb // page: 1
photo
grade
S5
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
418
PSR:
73706
Total Pipe Length:
320
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:363
1591-0336
position
observation
MPEG
photo
grade
103.64
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:12:29
261a
S2
103.64
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:12:44
262a
S2
115.13
Fracture Multiple, from 03 to 08 o´clock, within 8 inch: YES
00:13:26
263a
S4
115.94
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
00:13:59
264a
S3
115.94
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:14:12
265a
S3
154.59
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:12
266a
161.92
Fracture Circumferential, from 04 to 08 o´clock, within 8 inch: YES
00:15:54
267a
S2
161.92
Hole Void Visible, from 04 to 05 o´clock, within 8 inch: YES
00:16:12
268a
S5
162.53
Hole, from 07 to 08 o´clock, within 8 inch: YES
00:16:53
269a
S4
162.83
Hole Soil Visible, from 04 to 08 o´clock, within 8 inch: YES
00:17:29
270a
S5
163.14
Crack Longitudinal, at 10 o´clock, within 8 inch: YES
00:17:54
271a
S2
163.95
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:18:13
272a
166.09
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:18:35
273a
S2
168.83
Joint Offset SLIGHT
00:19:10
274a
S1
173.51
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:19:41
275a
204.63
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:20:20
276a
205.65
Crack Multiple, from 04 to 07 o´clock, within 8 inch: YES
00:20:48
277a
S3
206.57
Crack Longitudinal, at 08 o´clock, within 8 inch: YES
00:21:08
278a
S2
260.77
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:22:05
279a
270.23
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:22:25
280a
271.66
Fracture Circumferential, from 04 to 05 o´clock, within 8 inch: YES
00:22:50
281a
S2
272.17
Fracture Circumferential, from 04 to 05 o´clock, within 8 inch: YES
00:23:23
282a
S2
272.17
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:23:44
283a
S2
279.49
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:24:09
284a
280.51
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:24:46
285a
S3
280.51
Crack Longitudinal, at 07 o´clock, within 8 inch: YES
00:25:02
286a
S2
281.52
Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:25:43
287a
S4
305.93
Slight Circular Cracks Throughout Reach 25%
00:26:33
S1
305.93
Slight Longitudinal Cracks Throughout Reach 25%
00:26:43
S2
305.93
Materials Found-VCP
00:26:54
305.93
End of Segment
00:27:06
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5344
2200
96
4
100
2.67
2
2.63
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
191
PSR:
73741
Total Pipe Length:
37
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0025/1592-0026/1592
61
Start MH:
1592-0026
End MH:
1592-0025
pipe length:
36.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:100
1592-0026
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
00:00:19
22.20
Fracture Multiple, from 09 to 01 o´clock, within 8 inch: YES
00:02:10
2352_4a, b
S4
28.70
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:03:30
2352_5a, b
S4
Broken, from 09 to 03 o´clock, within 8 inch: YES
00:04:17
2352_6a, b
S5
31.40
Broken, from 09 to 03 o´clock, within 8 inch: YES, end
00:04:55
2352_7a, b
S5
36.20
Materials Found-VCP
00:05:35
36.20
End of Segment
00:05:48
28.70
1592-0025
observation
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5242
2200
18
4
22
4.5
2
3.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060418
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
39
PSR:
77969
Total Pipe Length:
164
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
0
City:
ZLAS
Flow Control:
Year Renewed
Location Code: G Parking Lot
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0050/1537-0051/1537
62
Start MH:
1537-0051
End MH:
1537-0050
pipe length:
237.18 ft
Dia/Height:
C Circular 12/12
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:600
1537-0051
1537-0050
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:44
8.54
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:02:05
9.97
Water Level, 10 of cross sectional area, from 05 to 07 o´clock
00:02:26
M2
9.97
Water Mark, 15 of cross sectional area, from 04 to 08 o´clock
00:02:35
M2
89.30
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:04:43
1438a
S4
91.03
Deformed, 25 %
00:05:21
1439a
S5
91.03
Broken, from 12 to 12 o´clock, within 8 inch: YES
00:05:37
1440a
S4
93.67
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:06:14
1441a
S4
95.40
Broken, from 04 to 08 o´clock, within 8 inch: YES
00:06:42
1442a
S5
213.18
Obstacles Other, 5 % of cross sectional area, at 12 o´clock, Remark:
ROPE
00:10:02
1443a
M2
237.18
Materials Found-VCP
00:10:45
237.18
End of Segment
00:10:55
1435a
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5243
2300
22
6
28
4.4
2
3.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060414
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
306
PSR:
73794
Total Pipe Length:
311
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
LENNOX BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0291/1591-0292/1591
65
Start MH:
1591-0292
End MH:
1591-0291
pipe length:
325.4 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1591-0292
1591-0291
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
6.40
Broken Soil Visible, from 11 to 01 o´clock, within 8 inch: YES
00:01:00
2467_4a, b
7.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:52
2467_5a
7.50
Broken Void Visible, at 04 o´clock, within 8 inch: YES
00:02:13
2467_6a
43.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:14
2467_7a
81.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:22
2467_8a
137.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:40
2467_9a
184.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:55
2467_10a
239.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:16
2467_11a
325.40
Materials Found-VCP
00:10:36
325.40
End of Segment
00:10:48
S5
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5200
2200
10
4
14
5
2
3.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060413
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
238
PSR:
73662
Total Pipe Length:
345
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
135TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0070/1592-0071/1592
Tape/Media #:
63
Start MH:
1592-0071
End MH:
1592-0070
pipe length:
349.1 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1592-0071
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
4.90
Fracture Circumferential, from 07 to 09 o´clock, within 8 inch: YES
00:00:55
2399_4a
6.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:28
2399_5a
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Fracture Circumferential, from 08 to 04 o´clock, within 8 inch: YES
00:02:35
2399_6a
00:03:05
2399_7a, b
00:03:53
2399_8a
67.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
00:04:37
2399_9a, b
68.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:05
2399_10a
82.10
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:05:51
2399_11a, b
S4
84.80
Fracture Multiple, from 12 to 04 o´clock, within 8 inch: YES
00:06:32
2399_12a, b
S4
86.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:02
2399_13a
109.10
Crack Multiple, from 08 to 01 o´clock, within 8 inch: YES
00:07:51
2399_14a, b
110.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:25
2399_15a
114.70
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:08:59
2399_16a, b
131.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:52
2399_17a
148.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:34
2399_18a
172.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:18
2399_19a
187.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:50
2399_20a
189.20
Fracture Multiple, from 08 to 12 o´clock, within 8 inch: YES
00:12:25
2399_21a, b
190.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:59
2399_22a
41.30
42.90
53.20
Y0TV0506B_v7.mdb // page: 1
S2
S2
S3
S3
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060413
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
238
PSR:
73662
Total Pipe Length:
345
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:627
position
MPEG
photo
00:14:44
2399_23a
281.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:18
2399_24a
344.50
Broken, from 10 to 03 o´clock, within 8 inch: YES
00:17:00
2399_25a, b
S5
344.50
Broken, from 09 to 03 o´clock, within 8 inch: YES
00:17:36
2399_26a, b
S5
345.20
00:18:33
2399_27a
M4
349.10
Obstacles Pipe Material, 25 % of cross sectional area, from 05 to 07
o´clock
Materials Found-VCP
349.10
End of Segment
00:19:37
269.80
1592-0070
observation
grade
00:19:20
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5243
4122
35
8
43
3.5
2.67
3.31
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
237
PSR:
73661
Total Pipe Length:
314
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0069/1592-0070/1592
57
Start MH:
1592-0070
End MH:
1592-0069
pipe length:
314.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1592-0070
1592-0069
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 25 of cross sectional area, from 04 to 08 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
20.00
Broken Void Visible, from 09 to 03 o´clock, within 8 inch: YES
00:01:12
2398_4a, b
70.60
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:02:34
2398_5a
113.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:40
2398_6a
152.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
00:04:44
2398_7a
198.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
00:05:53
2398_8a
246.00
Crack Circumferential, from 09 to 12 o´clock, within 8 inch: YES
00:07:09
2398_9a
247.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:40
2398_10a
289.00
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:08:51
2398_11a
314.50
General Observation GREASE THOURHOUT REACH 90%
00:09:45
314.50
General Observation CRACKS THROUGHOUT REACH 20%
00:10:06
314.50
Materials Found-VCP
00:10:17
314.50
End of Segment
00:10:31
S5
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5111
2200
6
4
10
3
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060418
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
247
PSR:
73904
Total Pipe Length:
252
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
111TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0085/1591-TRNK/1591
Tape/Media #:
71
Start MH:
1591-0085
End MH:
1591-TRNK
pipe length:
125.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:325
1591-0085
1591-TRNK
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
7.20
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:01:24
2408_4a
10.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:52
2408_5a
27.90
Tap Break-In Intruding, at 10 o´clock, 1", 6", 5 %, within 8 inch: NO
00:03:06
2408_6a, b
M2
37.60
Joint Offset Large
00:04:00
2408_7a
S2
46.30
Broken Void Visible, from 08 to 10 o´clock, within 8 inch: NO
00:05:01
2408_8a, b
S5
47.40
Tap Break-In Active, at 09 o´clock, 6", within 8 inch: NO
00:05:47
2408_9a
52.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:17
2408_10a
70.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:56
2408_11a
84.50
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:07:31
2408_12a
105.80
Tap Break-In Active, at 12 o´clock, 6", within 8 inch: NO
00:08:31
2408_13a
124.80
End of Segment DUE TO BREAK IN
00:10:40
125.70
Tap Break-In Intruding, at 12 o´clock, 3", 6", 45 %, within 8 inch: NO
00:10:44
2408_15a, b
M5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5121
5123
7
11
18
3.5
2.75
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060216
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
380
PSR:
73821
Total Pipe Length:
104
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
MANSEL AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0157/1591-0158/1591
Tape/Media #:
4
Start MH:
1591-0157
End MH:
1591-0158
pipe length:
101.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:250
1591-0157
1591-0158
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:29
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:39
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:49
M2
8.44
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: NO
00:01:06
777a
32.44
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:01:37
778a
49.73
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:00
779a
73.43
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:36
780a
74.86
Crack Longitudinal, at 10 o´clock, within 8 inch: YES
00:04:16
781a
76.48
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:51
782a
86.76
Crack Circumferential, from 10 to 12 o´clock, within 8 inch: YES
00:05:44
783a
S1
96.32
Broken Soil Visible, from 10 to 02 o´clock, within 8 inch: YES
00:07:32
784a
S5
96.42
Fracture Circumferential, from 06 to 12 o´clock, within 8 inch: YES
00:08:33
785a
S2
101.50
Materials Found-VCP
00:09:02
101.50
End of Segment
00:09:24
S2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5122
2200
10
4
14
2.5
2
2.33
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060428
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
321
PSR:
Total Pipe Length:
UNKNOWN
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
OCEAN GATE AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0052/1538-0053/1538
Tape/Media #:
83
Start MH:
1538-0052
End MH:
1538-0053
pipe length:
80.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:200
1538-0052
1538-0053
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 5 % of cross sectional area, at 06 o´clock
M2
0.00
Reversal Inspection
00:00:26
27.10
Broken Soil Visible, from 07 to 11 o´clock, within 8 inch: YES
00:01:59
2483_5a, b
S5
59.30
Joint Offset Large
00:03:08
2483_6a
S2
64.20
Joint Offset Large
00:03:33
2483_7a
S2
80.20
Roots Ball Lateral, at 10 o´clock, 25 %, within 8 inch: YES
12905a
M4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5122
4122
9
8
17
3
2.67
2.83
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060419
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
276
PSR:
73865
Total Pipe Length:
269
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0218/1591-0219/1591
71
Start MH:
1591-0218
End MH:
1591-0219
pipe length:
300.9 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1591-0218
1591-0219
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 0 of cross sectional area
M2
0.00
Water Level, 0 % of cross sectional area
M2
8.90
Fracture Circumferential, from 04 to 05 o´clock, within 8 inch: YES
00:01:31
2437_4a
32.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:14
2437_5a
40.80
Tap Break-In Active, at 01 o´clock, 6", within 8 inch: NO
00:03:02
2437_6a
110.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:40
2437_7a
151.60
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:05:51
2437_8a
162.70
Joint Separated Large
00:06:44
2437_9a, b
199.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:58
2437_10a
227.80
Broken Void Visible, from 07 to 01 o´clock, within 8 inch: YES
00:09:14
2437_11a, b
234.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:48
2437_12a
279.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:51
2437_13a
300.90
Materials Found-VCP
00:11:33
300.90
End of Segment
00:11:45
S2
S2
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5122
2200
9
4
13
3
2
2.6
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060213
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
423
PSR:
Total Pipe Length:
18
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
BUFORD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0307/1591-307A/1591
Tape/Media #:
1
Start MH:
1591-307A
End MH:
1591-307
pipe length:
28.78 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:75
1591-307A
1591-307
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:34
9.15
Water Level, 10 % of cross sectional area
00:00:55
M2
9.15
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:01:04
M2
23.90
Crack Multiple, from 11 to 07 o´clock, within 8 inch: YES
00:01:58
S3
23.90
Hole, at 04 o´clock, within 8 inch: YES
00:02:24
28.78
Materials Found-VCP
00:03:11
28.78
End of Segment
00:03:30
123a
S5
125a, b
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5131
2200
8
4
12
4
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
574
PSR:
77706
Total Pipe Length:
311
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0174/1538-0176/1538
Tape/Media #:
23
Start MH:
1538-0174
End MH:
1538-0176
pipe length:
278.37 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1538-0174
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:35
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:45
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:55
M2
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Deposits Attached Grease, 10 % of cross sectional area, from 04 to 08
o´clock, within 8 inch: YES
00:01:46
102a
00:02:09
103a
M2
84.72
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:02:59
104a
S3
95.91
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:21
105a
152.25
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:04:29
106a
160.19
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:48
107a
169.85
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:05:29
108a
S3
172.90
Crack Longitudinal, at 12 o´clock, within 8 inch: YES
00:05:48
109a
S2
185.41
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:06:16
110a
S3
189.38
Crack Multiple, from 01 to 03 o´clock, within 8 inch: YES
00:06:40
111a
S3
195.89
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:07:00
112a
S3
197.82
Fracture Circumferential, from 10 to 01 o´clock, within 8 inch: YES
00:07:24
113a
S2
209.51
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:07:55
114a
S3
215.11
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:17
115a
227.52
Fracture Longitudinal, at 02 o´clock, within 8 inch: YES
00:08:41
116a
S3
230.16
Hole Soil Visible, from 01 to 03 o´clock, within 8 inch: YES
00:09:06
117a
S5
230.16
Crack Multiple, from 01 to 04 o´clock, within 8 inch: YES
00:09:23
118a
S3
232.40
Fracture Longitudinal, at 12 o´clock, within 8 inch: NO
00:09:42
119a
S3
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES, start
00:10:19
120a
S3
34.17
40.58
240.33
S1
Y0TV0506B_v7.mdb // page: 1
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
574
PSR:
77706
Total Pipe Length:
311
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:627
position
263.83
1538-0176
observation
MPEG
photo
grade
Fracture Longitudinal, at 12 o´clock, within 8 inch: NO, end
00:10:51
271.86
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:21
278.37
Slight Longitudinal Cracks Throughout Reach 50%
00:11:44
S2
278.37
Slight Circular Cracks Throughout Reach 50%
00:11:55
S1
278.37
Materials Found-VCP
00:12:03
278.37
End of Segment
00:12:17
F1
S3
122a
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
513B
2300
57
6
63
2.85
2
2.74
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
686
PSR:
77798
Total Pipe Length:
101
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
124TH PL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0145/1538-0146/1538
Tape/Media #:
22
Start MH:
1538-0146
End MH:
1538-0145
pipe length:
73.4 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:200
1538-0146
1538-0145
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
5.40
Fracture Multiple, from 03 to 08 o´clock, within 8 inch: YES
00:01:38
10809a, b
S4
6.30
Broken Soil Visible, from 03 to 05 o´clock, within 8 inch: YES
00:02:26
10810a, b
S5
29.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:26
10811a
31.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:04
10812a
73.40
Materials Found, VCP
00:05:55
73.40
End of Segment
00:06:10
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
9
4
13
4.5
2
3.25
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
403
PSR:
73791
Total Pipe Length:
304
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
BURL AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0287/1591-0288/1591
Tape/Media #:
2
Start MH:
1591-0287
End MH:
1591-0288
pipe length:
306.14 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:693
1591-0287
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:29
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:48
M2
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
00:00:58
M2
6.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:15
452a
8.85
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:32
453a
9.66
Crack Spiral, from 11 to 05 o´clock, within 8 inch: YES
00:01:51
454a
S2
17.29
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:02:23
455a
S3
17.70
Fracture Multiple, from 06 to 07 o´clock, within 8 inch: YES
00:02:45
456a
S4
19.22
Broken Soil Visible, from 04 to 08 o´clock, within 8 inch: YES
00:03:18
457a
S5
19.93
Fracture Longitudinal, at 10 o´clock, within 8 inch: YES
00:03:37
458a
S3
19.93
Crack Longitudinal, at 12 o´clock, within 8 inch: YES
00:04:00
459a
S2
36.41
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:04:28
460a
70.38
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:11
461a
76.08
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:28
462a
119.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:19
463a
125.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:36
464a
152.46
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:07
465a
192.33
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:47
466a
194.97
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:02
467a
231.58
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:08:44
468a
259.15
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:09:22
469a
269.11
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:09:49
470a
286.71
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:14
471a
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
403
PSR:
73791
Total Pipe Length:
304
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:693
1591-0288
position
observation
MPEG
photo
292.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:30
472a
304.10
Tap Break-In Active, at 12 o´clock, 4", within 8 inch: NO
00:10:58
473a
306.14
Materials Found-VCP
00:11:17
306.14
End of Segment
00:11:30
grade
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
19
4
23
3.17
2
2.88
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060428
P.O.#:
Y0TV0506B
Weather:
Surveyed By:
J. NGO
section number:
234
PSR:
77858
Total Pipe Length:
160
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
OCEAN GATE AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0064/1538-0065/1538
Tape/Media #:
83
Start MH:
1538-0065
End MH:
1538-0064
pipe length:
115.6 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:300
1538-0065
1538-0064
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 0 % of cross sectional area
M2
0.00
Water Level, 0 % of cross sectional area
M2
11.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:00:58
2395_4a
35.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:36
2395_5a
41.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:40
2395_6a
42.60
Broken, from 07 to 03 o´clock, within 8 inch: YES
00:03:50
2395_7a, b
S5
46.60
Broken, from 12 to 12 o´clock, within 8 inch: YES
00:05:03
2395_8a, b
S4
73.30
Joint Offset Large
00:05:58
2395_9a
S2
115.60
Materials Found-VCP
00:06:46
115.60
End of Segment
00:06:56
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
11
4
15
3.67
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
223
PSR:
73646
Total Pipe Length:
338
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0055/1592-0056/1592
63
Start MH:
1592-0055
End MH:
1592-0056
pipe length:
341.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:850
1592-0055
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
20.50
Fracture Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:01:26
2384_4a
55.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:32
2384_5a
96.30
Deposits Attached Grease, 5 % of cross sectional area, from 02 to 03
o´clock, within 8 inch: YES
Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
00:03:48
2384_6a
M2
00:04:35
2384_7a
S3
00:05:05
2384_8a, b
128.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Circumferential, from 09 to 11 o´clock, within 8 inch: YES
00:05:54
2384_9a
S1
129.10
Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
00:06:28
2384_10a, b
S3
138.50
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:07:25
2384_11a, b
S3
156.50
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:08:25
2384_12a, b
S3
170.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:23
2384_13a
170.00
Deposits Attached Grease, 5 % of cross sectional area, from 02 to 03
o´clock, within 8 inch: YES
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Deposits Attached Grease, 25 % of cross sectional area, from 09 to 03
o´clock, within 8 inch: YES
Tap Factory Made, at 10 o´clock, 6", within 8 inch: NO, Remark:
UNKNOWN WITH DEBRIS
Deposits Attached Grease, 20 % of cross sectional area, from 10 to 02
o´clock, within 8 inch: YES
Deposits Attached Grease, 20 % of cross sectional area, from 10 to 02
o´clock, within 8 inch: NO
Broken Soil Visible, from 04 to 08 o´clock, within 8 inch: YES
00:09:44
2384_14a
00:10:18
2384_15a
00:12:02
2384_16a
00:13:05
2384_17a
00:14:46
2384_18a
00:15:11
2384_19a
M3
00:15:55
2384_20a
M3
00:16:47
2384_21a, b
S5
00:17:38
2384_22a
M3
341.20
Deposits Attached Grease, 20 % of cross sectional area, from 10 to 02
o´clock, within 8 inch: YES
General Observation 30% THROUGHOUT REACH WITH GREASE ON
TOP PORTION OF PIPE
Materials Found-VCP
341.20
End of Segment
00:18:57
114.40
115.60
178.40
247.70
275.90
292.70
293.80
314.80
324.10
327.80
341.20
S4
M2
M4
00:18:32
00:18:43
1592-0056
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
4134
22
22
44
3.14
2.75
2.93
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060405
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
104
PSR:
73762
Total Pipe Length:
197
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
TRURO AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0250/1591-0251/1591
Tape/Media #:
48
Start MH:
1591-0251
End MH:
1591-0250
pipe length:
302.58 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1591-0251
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:29
0.00
Water Level, 10 of cross sectional area, from 05 to 07 o´clock
00:00:41
M2
0.00
Water Mark, 10 % of cross sectional area, at 05 o´clock
00:00:50
M2
10.88
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:06
395a
46.07
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:42
396a
55.73
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:02:07
397a
80.96
Fracture Longitudinal, at 09 o´clock, within 8 inch: YES
00:02:47
398a
S3
80.96
Fracture Longitudinal, at 05 o´clock, within 8 inch: YES
00:03:04
399a
S3
81.67
00:03:37
400a
81.98
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
CRACKED
Broken Soil Visible, from 05 to 07 o´clock, within 8 inch: YES
00:04:24
401a
S5
82.28
Fracture Multiple, from 12 to 08 o´clock, within 8 inch: YES
00:04:53
402a
S4
84.31
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACKED
Fracture Longitudinal, at 03 o´clock, within 8 inch: YES
00:05:32
403a
00:05:49
404a
126.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:31
405a
154.08
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:59
406a
178.39
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:07:35
407a
180.94
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:55
408a
208.09
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:27
409a
210.63
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:44
410a
249.99
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:09:29
411a
293.22
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:14
412a
295.76
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:30
413a
302.58
Materials Found-VCP
00:10:48
302.58
End of Segment
00:10:55
84.31
1591-0250
observation
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
18
4
22
3.6
2
3.14
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060228
P.O.#:
Y0TV0506B
Weather:
3 Light rain
Surveyed By:
J.ALEJOS
section number:
357
PSR:
73928
Total Pipe Length:
337
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
0
City:
ZLAS
Flow Control:
Year Renewed
Location Code: H Alley
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0126/1591-0127/1591
11
Start MH:
1591-0127
End MH:
1591-0126
pipe length:
84.42 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:225
1591-0127
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:35
0.00
Water Level, 15 % of cross sectional area, from 05 to 07 o´clock
00:00:46
M2
0.00
Water Mark, 15 % of cross sectional area, from 05 to 07 o´clock
00:00:59
M2
Fracture Multiple, from 11 to 01 o´clock, within 8 inch: YES, start
00:03:28
422a
S4
Hole Soil Visible, from 10 to 02 o´clock, within 8 inch: YES
00:03:56
423a
S5
Fracture Multiple, from 11 to 01 o´clock, within 8 inch: YES, end
00:04:34
424a
S4
23.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:06
425a
35.50
Deposits Attached Grease, 10 of cross sectional area, from 04 to 08
o´clock, within 8 inch: YES
00:05:37
426a
50.85
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
00:06:15
427a
77.91
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:07:38
428a
Deposits Attached Grease, 25 % of cross sectional area, from 03 to 09
o´clock, within 8 inch: YES
Inspection incomplete due to HEAVY GREASE
00:08:12
430a
00:08:51
431a
17.70
S1
19.12
20.04
80.25
81.57
84.42
F1
M2
00:07:55
M4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5142
4123
13
10
23
4.33
2.5
3.29
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060428
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
160
PSR:
78057
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
0
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0011/1537-0012/1537
83
Start MH:
1537-0012
End MH:
1537-0011
pipe length:
250.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1537-0012
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Obstacles Pipe Material, 10 % of cross sectional area, from 05 to 07
o´clock
Crack Multiple, from 07 to 08 o´clock, within 8 inch: YES
00:00:18
2321_4a
M2
00:03:43
2321_5a
S3
76.00
Crack Multiple, from 12 to 02 o´clock, within 8 inch: YES
00:08:15
2321_6a
S3
90.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:55
2321_7a
142.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:41
2321_8a
190.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:51
2321_9a
230.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:49
2321_10a
233.30
Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:13:11
2321_11a, b
S3
246.10
Fracture Multiple, from 09 to 05 o´clock, within 8 inch: YES
00:15:14
2321_12a, b
S4
249.60
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:16:16
2321_13a, b
S4
250.70
00:19:02
2321_14a
M2
250.70
Obstacles Pipe Material, 10 % of cross sectional area, from 05 to 07
o´clock
Collapse Pipe Sewer, 50 %
00:19:54
2321_15a
S5
250.70
End of Segment
00:20:21
7.00
1537-0011
observation
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5142
3123
22
9
31
3.67
2.25
3.1
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection photos
City:
Street:
Date:
section number:
PSR:
ZLAS
0
20060501
712
77976
Y0TV0506B_v7.mdb // page: 2
Photo: 11552a, Tape/Media No.: 85, 00:01:18
10.6FT, Broken, from 09 to 03 o´clock, within 8 inch: YES, start
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060405
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
4
PSR:
77932
Total Pipe Length:
212
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
142ND ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0005/1538-0006/1538
Tape/Media #:
48
Start MH:
1538-0006
End MH:
1538-0005
pipe length:
306.34 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1538-0006
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:33
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
00:00:45
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
00:00:55
M2
3.86
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:50
189a
12.71
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:08
190a
56.96
Crack Circumferential, from 03 to 04 o´clock, within 8 inch: YES
00:03:01
191a
58.18
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:17
192a
69.87
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:42
193a
83.60
Crack Multiple, from 01 to 08 o´clock, within 8 inch: YES
00:04:15
194a
S3
86.65
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:04:42
195a
S3
106.69
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:18
196a
107.71
Fracture Multiple, from 01 to 04 o´clock, within 8 inch: YES
00:05:44
197a
108.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:01
198a
113.40
Crack Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:06:36
199a
S3
119.50
Crack Multiple, from 06 to 10 o´clock, within 8 inch: YES
00:07:08
200a
S3
122.56
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:07:41
201a
S3
157.64
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:32
202a
160.29
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:52
203a
196.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:48
204a
223.65
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:30
205a
235.45
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:58
206a
237.99
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:17
207a
Y0TV0506B_v7.mdb // page: 1
S1
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060405
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
4
PSR:
77932
Total Pipe Length:
212
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:627
1538-0005
position
observation
MPEG
photo
208a
277.45
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:02
306.34
Slight Circular Cracks Throughout Reach 20%
00:12:37
306.34
Materials Found-VCP
00:12:45
306.34
End of Segment
00:12:56
grade
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4135
2200
21
4
25
2.63
2
2.5
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
184
PSR:
73738
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0021/1592-0024/1592
61
Start MH:
1592-0024
End MH:
1592-0021
pipe length:
346.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:850
1592-0024
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
11.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:12
2345_4a
13.90
Obstacles Rocks, 5 of cross sectional area, from 05 to 06 o´clock
00:02:14
2345_5a
M2
34.40
Crack Circumferential, from 03 to 05 o´clock, within 8 inch: YES
00:05:06
2345_6a
S1
71.20
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:06:25
2345_7a, b
S3
72.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:54
2345_8a
00:08:47
2345_9a
178.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:04
2345_10a
217.30
Crack Multiple, from 08 to 12 o´clock, within 8 inch: YES
00:11:14
2345_11a, b
227.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:50
2345_12a
247.50
Crack Circumferential, from 10 to 12 o´clock, within 8 inch: YES
00:12:36
2345_13a
269.80
00:13:33
2345_14a, b
280.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
00:14:18
2345_15a
S3
290.20
Fracture Multiple, from 08 to 10 o´clock, within 8 inch: YES
00:14:58
2345_16a
S4
299.60
Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
00:15:38
2345_17a, b
S3
302.30
Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:16:20
2345_18a, b
S3
314.70
Crack Circumferential, from 07 to 09 o´clock, within 8 inch: YES
00:17:08
2345_19a
S1
321.70
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:17:36
2345_20a
326.60
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: YES
00:18:37
2345_21a
326.60
Crack Multiple, from 11 to 01 o´clock, within 8 inch: YES
00:19:12
2345_22a
346.70
General Observation CRACKS THROUGHOUT REACH 15%
00:20:10
346.70
Materials Found-VCP
00:20:21
346.70
End of Segment
00:20:35
127.00
1592-0021
observation
S3
S1
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4136
2300
25
6
31
2.5
2
2.38
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
177
PSR:
73734
Total Pipe Length:
217
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0019/1592-0021/1592
61
Start MH:
1592-0021
End MH:
1592-0019
pipe length:
191.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:475
1592-0021
1592-0019
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
7.90
Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
00:02:06
2338_4a
S3
16.90
Crack Multiple, from 04 to 05 o´clock, within 8 inch: YES
00:03:03
2338_5a
S3
18.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:44
2338_6a
19.60
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:04:44
2338_7a
57.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:48
2338_8a
115.20
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:08:42
2338_9a
147.40
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:10:23
2338_10a, b
S4
150.70
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:11:44
2338_11a
S3
153.90
Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
00:12:44
2338_12a, b
S3
169.40
Crack Multiple, from 06 to 01 o´clock, within 8 inch: YES
00:14:06
2338_13a
S3
191.50
Materials Found-VCP
00:15:22
191.50
End of Segment
00:15:44
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4136
2200
22
4
26
3.14
2
2.89
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060317
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
537
PSR:
74004
Total Pipe Length:
338
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
HAWTHORNE BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0066/1591-CITY/1590
28
Start MH:
1591-0066
End MH:
1590-CITY
pipe length:
334.1 ft
Dia/Height:
C Circular 12/12
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:528
1591-0066
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:39
0.00
Water Level, 10 % of cross sectional area, from 04 to 08 o´clock
00:00:51
M2
0.00
Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
00:01:01
M2
1.00
Material Change, Remark: CONCRETE
00:02:00
655a
9.26
Crack Longitudinal, at 10 o´clock, within 8 inch: YES
00:02:44
656a
S2
11.70
Broken, from 10 to 01 o´clock, within 8 inch: YES
00:03:17
657a
S4
12.10
Material Change, Remark: VCP
00:03:38
658a
19.02
Material Change, Remark: CONCRETE
00:04:14
659a
24.21
Crack Multiple, from 09 to 11 o´clock, within 8 inch: YES
00:04:38
660a
S3
27.46
Crack Multiple, from 08 to 10 o´clock, within 8 inch: YES
00:05:04
661a
S3
35.29
00:05:32
662a
39.46
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRI
Crack Multiple, from 11 to 03 o´clock, within 8 inch: YES
00:05:54
663a
S3
57.57
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:06:37
664a
S3
69.87
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:07:13
665a
S3
81.06
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:42
666a
88.28
Crack Longitudinal, at 10 o´clock, within 8 inch: YES
00:08:10
667a
105.77
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:48
668a
112.49
Crack Multiple, from 09 to 01 o´clock, within 8 inch: YES
00:09:10
669a
S3
116.86
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:09:28
670a
S2
132.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:59
671a
157.24
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:46
672a
184.29
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:33
673a
192.02
Crack Longitudinal, at 10 o´clock, within 8 inch: YES
00:11:56
674a
208.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:27
675a
Y0TV0506B_v7.mdb // page: 1
S2
S2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060317
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
537
PSR:
74004
Total Pipe Length:
338
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:528
1590-CITY
position
observation
MPEG
photo
grade
236.16
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:14
676a
257.72
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:47
677a
267.28
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:14:12
678a
285.29
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:21
679a
319.76
Crack Multiple, from 10 to 12 o´clock, within 8 inch: YES
00:16:43
680a
334.10
Slight Circular Cracks Throughout Reach 30%
00:17:38
S1
334.10
Slight Longitudinal Cracks Throughout Reach 45%
00:17:53
S2
334.10
Materials Found-VCP,CONCRETE
00:18:09
334.10
End of Segment
00:18:20
S3
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4138
2200
39
4
43
2.6
2
2.53
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
415
PSR:
73702
Total Pipe Length:
330
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
109TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0330/1591-0331/1591
Tape/Media #:
2
Start MH:
1591-0331
End MH:
1591-0330
pipe length:
322.51 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1591-0331
1591-0330
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Level, 10 % of cross sectional area
M2
0.00
Water Mark, 10 % of cross sectional area
M2
12.20
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:02:22
365a
S4
12.20
Deformed, 5
00:03:29
366a
S4
18.92
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:04:09
367a
21.36
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:04:37
368a
69.97
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:59
369a
72.72
Tap Factory Made Active, at 10 o´clock, 5", within 8 inch: NO
00:06:25
370a
114.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:28
371a
120.62
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:08:14
372a
154.19
00:09:35
373a
156.42
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 90%
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:28
374a
189.99
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:11:37
375a
192.43
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:12:13
376a
235.35
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:21
377a
237.89
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:51
378a
277.66
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:02
379a
280.20
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:15:44
380a
310.61
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:16:50
381a
313.36
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:17:42
382a
322.51
Materials Found-VCP
00:18:17
322.51
End of Segment
00:18:36
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4200
2200
8
4
12
4
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060215
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
391
PSR:
73832
Total Pipe Length:
324
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
FIRMONA AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0180/1591-0181/1591
Tape/Media #:
3
Start MH:
1591-0181
End MH:
1591-0180
pipe length:
318.85 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1591-0181
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:26
0.00
Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:36
M2
0.00
Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:45
M2
10.48
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:02
632a
16.07
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:22
633a
64.58
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:02:11
634a
85.43
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:02:37
635a
97.43
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:03:00
636a
107.91
Fracture Multiple, from 11 to 03 o´clock, within 8 inch: YES
00:03:27
637a
121.54
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:59
638a
124.28
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:04:15
639a
166.59
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:00
640a
172.49
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:21
641a
218.16
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:09
642a
226.91
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:31
643a
228.02
Roots Fine Joint, at 02 o´clock, within 8 inch: YES
00:06:48
644a
289.25
Roots Medium Joint, from 09 to 03 o´clock, 5 %, within 8 inch: YES
00:07:59
645a
310.92
Roots Medium Joint, at 01 o´clock, 5 %, within 8 inch: YES
00:08:32
646a
318.14
Repair Point Defective, from 04 to 08 o´clock, within 8 inch: YES
00:09:54
647a
318.85
Inspection incomplete due to SEVERE OFFSET
00:11:01
648a
S4
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4200
2200
8
4
12
4
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060425
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
146
PSR:
78051
Total Pipe Length:
340
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
0
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0005/1537-0064/1537
77
Start MH:
1537-0005
End MH:
1537-0064
pipe length:
173.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:425
1537-0005
1537-0064
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:01:05
0.00
Water Mark, 10 % of cross sectional area, from 04 to 08 o´clock
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:02
33.30
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:02:15
2307_4a, b
S4
33.90
Fracture Multiple, from 04 to 07 o´clock, within 8 inch: YES
00:02:45
2307_5a, b
S4
44.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:29
2307_6a
46.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:48
2307_7a
84.60
Crack Circumferential, from 07 to 12 o´clock, within 8 inch: YES
00:05:06
2307_8a, b
94.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:44
2307_9a
97.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:06
2307_10a
116.30
Roots Tap Joint, at 08 o´clock, 5 %, within 8 inch: YES
00:06:52
2307_11a
148.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:40
2307_12a
149.00
Roots Ball Joint, from 02 to 05 o´clock, 10 %, within 8 inch: NO
00:08:00
2307_13a
151.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:21
2307_14a
173.20
Materials Found-VCP
00:09:03
173.20
End of Segment
00:09:25
M2
M2
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4211
2200
9
4
13
3
2
2.6
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060417
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
82
PSR:
77902
Total Pipe Length:
329
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
120TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0130/1537-0131/1537
60
Start MH:
1537-0130
End MH:
1537-0131
pipe length:
355.87 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:875
1537-0130
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:25
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:40
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:52
M2
00:01:36
1395a
50.34
Obstacles Construction Debris, 15 % of cross sectional area, from 04 to 07
o´clock
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:11
1396a
55.94
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:29
1397a
154.69
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:25
1398a
207.58
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:41
1399a
260.16
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:43
1400a
281.32
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:15
1401a
332.78
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:08:39
1402a
S4
332.78
Broken, from 12 to 12 o´clock, within 8 inch: YES
00:08:54
1403a
S4
341.33
Joint Offset Medium, from 04 to 08 o´clock
00:10:03
1404a
S1
345.19
Fracture Circumferential, from 12 to 12 o´clock, within 8 inch: YES
00:10:35
1405a
S2
355.87
End of Segment
00:11:21
355.87
Light DEBRI Throughout Reach 40 %
00:11:05
355.87
Materials Found-VCP
00:11:26
26.24
1537-0131
observation
M3
M2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4221
3123
11
9
20
2.75
2.25
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
659
PSR:
73690
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
130TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0035/1592-0036/1592
Tape/Media #:
33
Start MH:
1592-0036
End MH:
1592-0035
pipe length:
326.4 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1592-0036
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
22.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:00:53
2826_4a
33.50
Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:01:39
2826_5a, b
34.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:12
2826_6a
46.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:49
2826_7a
00:03:45
2826_8a
105.40
Fracture Multiple, from 07 to 10 o´clock, within 8 inch: YES
00:04:30
2826_9a, b
106.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:00
2826_10a
120.30
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:05:40
2826_11a, b
121.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:10
2826_12a
145.20
00:07:02
2826_13a
169.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:44
2826_14a
190.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:24
2826_15a
220.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:12
2826_16a
229.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:48
2826_17a
268.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:46
2826_18a
289.70
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:11:38
2826_19a
307.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:40
2826_20a
319.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:12
2826_21a
326.40
Materials Found-VCP
00:13:45
326.40
End of Segment
00:13:59
85.60
1592-0035
observation
S4
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4231
2200
11
4
15
3.67
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
419
PSR:
73707
Total Pipe Length:
321
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
110TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0336/1591-0338/1591
Tape/Media #:
2
Start MH:
1591-0336
End MH:
1591-0338
pipe length:
328.51 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:495
1591-0336
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:01:09
0.00
Water Level, 5 % of cross sectional area
00:01:41
M2
0.00
Water Mark, 5 % of cross sectional area
00:01:59
M2
5.09
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:02:58
296a
S2
5.09
Crack Longitudinal, at 05 o´clock, within 8 inch: YES
00:03:25
297a
S2
5.80
Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:04:27
298a
S3
10.07
Tap Factory Made Active, at 11 o´clock, 6", within 8 inch: YES
00:05:16
299a
37.53
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:06:56
300a
S2
37.53
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:07:29
301a
S2
48.72
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:08:26
302a
S2
50.95
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
00:09:34
303a
66.41
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
00:10:44
304a
72.41
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
00:11:33
305a
74.04
Crack Longitudinal, at 06 o´clock, within 8 inch: YES
00:13:01
306a
103.74
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
00:14:16
307a
105.57
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:15:02
308a
125.61
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: YES
00:16:03
309a
163.34
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
00:17:23
310a
172.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
00:18:06
311a
173.92
Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:19:47
312a
S4
174.32
Fracture Multiple, from 06 to 11 o´clock, within 8 inch: YES
00:20:47
313a
S4
Y0TV0506B_v7.mdb // page: 1
S2
S2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
419
PSR:
73707
Total Pipe Length:
321
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:495
1591-0338
position
observation
MPEG
photo
grade
211.45
Crack Longitudinal, at 08 o´clock, within 8 inch: YES
00:22:50
314a
S2
211.65
Crack Circumferential, from 06 to 09 o´clock, within 8 inch: YES
00:23:27
315a
S1
212.87
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
00:24:06
316a
216.02
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: YES
00:24:55
317a
259.66
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
00:26:07
318a
262.91
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: YES
00:26:40
319a
307.76
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:28:00
320a
328.51
Slight Circular Cracks Throughout Reach 30 %
00:29:32
S1
328.51
Slight Longitudinal Cracks Throughout Reach 30 %
00:29:50
S2
328.51
Materials Found-VCP
00:30:06
328.51
End of Segment
00:30:10
S2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4231
2200
33
4
37
2.2
2
2.18
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060411
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
170
PSR:
73729
Total Pipe Length:
314
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0017/1592-0018/1592
59
Start MH:
1592-0018
End MH:
1592-0017
pipe length:
318.1 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1592-0018
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
55.50
1592-0017
observation
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:01:57
2331_4a
104.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:07
2331_5a
145.80
Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:04:15
2331_6a, b
146.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:53
2331_7a
188.50
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:06:13
2331_8a
189.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:41
2331_9a
222.10
Crack Multiple, from 11 to 06 o´clock, within 8 inch: YES
00:07:52
2331_10a
222.70
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:08:54
2331_11a
265.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:14
2331_12a
318.10
Materials Found-VCP
00:11:36
318.10
End of Segment
00:11:48
S4
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4231
3121
11
5
16
3.67
2.5
3.2
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
769
PSR:
73671
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
137TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0081/1592-0082/1592
Tape/Media #:
1
Start MH:
1592-0081
End MH:
1592-0082
pipe length:
327 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1592-0081
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
15.90
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
2620a
18.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2621a
51.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2622a
58.80
Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
2623a
60.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2624a
68.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2625a
71.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2626a
105.90
Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
2627a
S1
142.00
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
2628a, b
S4
143.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2629a
179.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2630a
188.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2631a
213.50
Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
214.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2633a
250.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2634a
253.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2635a
275.50
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
276.70
327.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Materials Found-VCP
327.00
End of Segment
297.60
1592-0082
observation
S3
2632a, b
S4
2636a, b
S3
2637a
2638a
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4232
2200
15
4
19
3
2
2.71
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060307
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
652
PSR:
77919
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
121ST ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0145/1537-0146/1537
Tape/Media #:
16
Start MH:
1537-0146
End MH:
1537-0145
pipe length:
350.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:660
1537-0146
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
3.80
Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:01:22
2818_5a, b
S4
35.30
Crack Circumferential, from 03 to 04 o´clock, within 8 inch: YES
00:02:36
2818_6a
S1
36.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:06
2818_7a
47.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:39
2818_8a
91.10
Crack Circumferential, from 07 to 12 o´clock, within 8 inch: YES
00:05:13
2818_9a, b
92.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:08
2818_10a
94.00
Crack Multiple, from 03 to 10 o´clock, within 8 inch: YES
00:07:04
2818_11a, b
97.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:58
2818_12a
120.70
Roots Tap Joint, at 09 o´clock, 5 %, within 8 inch: YES
00:08:56
2818_13a
141.70
Roots Tap Joint, at 10 o´clock, 5 %, within 8 inch: YES
00:09:59
2818_14a
144.50
Roots Tap Joint, at 04 o´clock, 5 %, within 8 inch: YES
00:10:50
2818_15a
145.80
00:11:39
2818_16a
157.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:40
2818_17a
189.30
Roots Tap Joint, at 04 o´clock, 5 %, within 8 inch: YES
00:14:00
2818_18a
201.30
Roots Tap Joint, at 04 o´clock, 5 %, within 8 inch: NO
00:14:54
2818_19a
208.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Crack Multiple, from 08 to 10 o´clock, within 8 inch: YES
00:15:46
2818_20a
00:16:36
2818_21a
00:17:23
2818_22a
261.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:18:50
2818_23a
264.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:19:19
2818_24a
209.70
210.80
Y0TV0506B_v7.mdb // page: 1
S1
S3
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060307
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
652
PSR:
77919
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
1:660
1537-0145
position
observation
MPEG
photo
grade
S4
292.60
Fracture Multiple, from 05 to 09 o´clock, within 8 inch: YES
00:20:46
2818_25a
314.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:21:45
2818_26a
317.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:22:14
2818_27a
350.20
Materials Found, VCP
00:23:16
350.20
End of Segment
00:23:34
350.20
General Observation,10% ROOTS THROUGHOUT REACH within 8 inch:
YES
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4232
2200
16
4
20
2.67
2
2.5
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
572
PSR:
77704
Total Pipe Length:
100
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0173/1538-0174/1538
Tape/Media #:
23
Start MH:
1538-0174
End MH:
1538-0173
pipe length:
193.14 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:475
1538-0174
1538-0173
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:26
0.00
Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:41
M2
0.00
Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:53
M2
3.05
Fracture Multiple, from 09 to 02 o´clock, within 8 inch: YES
00:01:19
168a
22.58
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:56
169a
51.87
Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:02:45
170a
S4
82.79
Crack Multiple, from 08 to 10 o´clock, within 8 inch: YES
00:03:26
171a
S3
83.81
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:45
172a
100.89
Crack Longitudinal, at 10 o´clock, within 8 inch: NO
00:04:14
173a
S2
116.35
Fracture Circumferential, from 08 to 12 o´clock, within 8 inch: YES
00:04:46
174a
S2
133.13
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:11
175a
143.81
Crack Multiple, from 10 to 01 o´clock, within 8 inch: YES
00:05:44
176a
S3
146.86
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:06:10
177a
S3
149.81
Crack Longitudinal, at 02 o´clock, within 8 inch: YES
00:06:33
178a
S2
191.11
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:19
179a
193.14
Slight Longitudinal Cracks Throughout Reach 20 %
00:07:40
S2
193.14
Slight Circular Cracks Throughout Reach 25%
00:07:51
S1
193.14
Materials Found-VCP
00:07:57
193.14
End of Segment
00:08:11
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4233
2200
26
4
30
2.6
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
246
PSR:
73676
Total Pipe Length:
314
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0085/1592-0093/1592
57
Start MH:
1592-0085
End MH:
1592-0093
pipe length:
315.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1592-0085
1592-0093
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 of cross sectional area, from 05 to 07 o´clock
M2
33.20
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:01:57
2407_4a
S3
36.20
Crack Longitudinal, at 02 o´clock, within 8 inch: YES
00:02:32
2407_5a
S2
64.60
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:03:24
2407_6a
111.30
Fracture Multiple, from 12 to 06 o´clock, within 8 inch: YES
00:04:51
2407_7a, b
112.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
00:05:39
2407_8a
156.20
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:07:06
2407_9a, b
157.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:58
2407_10a
176.70
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:08:58
2407_11a, b
S4
200.90
Crack Multiple, from 03 to 06 o´clock, within 8 inch: YES
00:10:04
2407_12a
S3
202.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:30
2407_13a
243.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
00:11:41
2407_14a, b
288.40
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:13:09
2407_15a
315.50
General Observation: CRACKS THROUGHOUT REACH 5%
00:15:34
315.50
Materials Found-VCP
00:15:44
315.50
End of Segment
00:15:58
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4233
3121
19
5
24
3.17
2.5
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060414
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
315
PSR:
73697
Total Pipe Length:
323
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
LENNOX BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0324/1591-TRNK/1591
65
Start MH:
1591-0324
End MH:
1591-TRNK
pipe length:
326.1 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:693
1591-0324
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
19.90
Crack Multiple, from 10 to 01 o´clock, within 8 inch: YES
00:01:16
2476_4a, b
S3
38.20
Crack Multiple, from 09 to 01 o´clock, within 8 inch: YES
00:02:17
2476_5a, b
S3
48.30
00:02:55
2476_6a
50.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:03:27
2476_7a
82.40
Crack Multiple, from 11 to 03 o´clock, within 8 inch: YES
00:04:39
2476_8a, b
S3
88.50
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:05:39
2476_9a, b
S3
92.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:21
2476_10a
00:06:41
2476_11a
108.90
Fracture Multiple, from 08 to 03 o´clock, within 8 inch: YES
00:07:38
2476_12a, b
134.50
00:08:40
2476_13a
137.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:10
2476_14a
169.90
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:10:05
2476_15a
178.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:34
2476_16a
199.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:18
2476_17a
223.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:12:11
2476_18a
00:12:41
2476_19a
00:13:33
2476_20a
256.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Fracture Multiple, from 11 to 02 o´clock, within 8 inch: YES
00:14:03
2476_21a, b
257.90
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:14:46
2476_22a
95.20
225.90
255.40
Y0TV0506B_v7.mdb // page: 1
S4
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060414
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
315
PSR:
73697
Total Pipe Length:
323
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:693
1591-TRNK
position
observation
MPEG
photo
296.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:54
2476_23a
299.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
00:16:21
2476_24a
326.10
General Observation CRACKS THROUGHOUT REACH 5%
00:17:23
326.10
Materials Found-VCP
00:17:34
326.10
End of Segment
00:17:47
grade
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4234
3121
20
5
25
3.33
2.5
3.13
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
690
PSR:
77803
Total Pipe Length:
266
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
125TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0150/1538-0151/1538
Tape/Media #:
22
Start MH:
1538-0150
End MH:
1538-0151
pipe length:
271.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:594
1538-0150
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
4.10
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:02:38
10879a, b
4.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:25
10880a
6.90
Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:04:19
10881a, b
7.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:06
10882a
25.00
Crack Circumferential, from 03 to 05 o´clock, within 8 inch: YES
00:05:59
10883a
S1
46.30
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:06:46
10884a
S2
46.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:12
10885a
51.40
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:07:43
10886a
52.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:08:12
10887a, b
00:08:58
10888a
110.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:23
10889a
112.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:51
10890a
129.70
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:11:57
10891a, b
S3
157.00
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:13:22
10892a, b
S3
157.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:02
10893a
160.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:39
10894a
213.60
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:16:49
10895a
214.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:17:16
10896a
216.20
Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:18:14
10897a, b
217.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:19:00
10898a
54.20
Y0TV0506B_v7.mdb // page: 1
S4
S3
S2
S3
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
690
PSR:
77803
Total Pipe Length:
266
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:594
1538-0151
position
observation
MPEG
photo
grade
S3
264.20
Crack Multiple, from 10 to 04 o´clock, within 8 inch: YES
00:20:19
10899a, b
265.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:20:53
10900a
271.50
Materials Found, VCP
00:21:30
271.50
End of Segment
00:21:50
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4236
2200
31
4
35
2.82
2
2.69
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060309
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
483
PSR:
77784
Total Pipe Length:
420
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
123RD PL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0130/1538-0131/1538
Tape/Media #:
19
Start MH:
1538-0131
End MH:
1538-0130
pipe length:
357.6 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:759
1538-0131
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:45
0.00
Water Level, 5 of cross sectional area, from 05 to 07 o´clock
00:00:56
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
00:01:06
M2
13.83
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:26
871a
22.48
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:47
872a
77.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:46
873a
78.72
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:03:17
874a
79.84
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:35
875a
81.47
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:04:10
876a
125.51
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:54
877a
134.15
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:12
878a
181.44
Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
00:06:18
879a
S3
184.49
Crack Multiple, from 08 to 01 o´clock, within 8 inch: YES
00:06:44
880a
S3
185.51
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:06
881a
188.16
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:25
882a
225.69
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:08:15
883a
S2
226.30
Crack Multiple, from 03 to 10 o´clock, within 8 inch: YES
00:08:42
884a
S3
247.86
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:09:24
885a
S3
250.91
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:09:51
886a
S3
250.91
Fracture Longitudinal, at 07 o´clock, within 8 inch: YES
00:10:05
887a
S3
Y0TV0506B_v7.mdb // page: 1
S4
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060309
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
483
PSR:
77784
Total Pipe Length:
420
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:759
1538-0130
position
observation
MPEG
photo
grade
322.61
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:11
888a
328.31
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:30
889a
329.83
Crack Multiple, from 08 to 02 o´clock, within 8 inch: YES
00:11:55
890a
357.60
Slight Circular Cracks Throughout Reach 15%
00:12:29
S1
357.60
Slight Longitudinal Cracks Throughout Reach 15%
00:12:40
S2
357.60
Materials Found-VCP
00:12:48
357.60
End of Segment
00:12:59
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4237
2200
34
4
38
2.83
2
2.71
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
664
PSR:
77865
Total Pipe Length:
265
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
130TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0075/1538-0076/1538
Tape/Media #:
33
Start MH:
1538-0076
End MH:
1538-0075
pipe length:
326.9 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:693
1538-0076
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
21.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:00:56
2834_4a
29.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:25
2834_5a
66.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:22
2834_6a
70.90
Crack Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:02:48
2834_7a
72.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:20
2834_8a
82.70
Crack Multiple, from 12 to 04 o´clock, within 8 inch: YES
00:04:09
2834_9a
83.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:43
2834_10a
94.70
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:05:31
2834_11a, b
126.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:38
2834_12a
127.80
Crack Multiple, from 08 to 03 o´clock, within 8 inch: YES
00:07:12
2834_13a, b
166.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:29
2834_14a
180.10
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:09:20
2834_15a, b
S3
186.20
Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:10:03
2834_16a, b
S3
239.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:27
2834_17a
248.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:00
2834_18a
282.00
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:13:02
2834_19a
283.40
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:13:50
2834_20a, b
285.20
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:14:38
2834_21a
286.30
Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:15:14
2834_22a
287.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:41
2834_23a
Y0TV0506B_v7.mdb // page: 1
S3
S3
S3
S3
S3
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
664
PSR:
77865
Total Pipe Length:
265
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:693
1538-0075
position
observation
MPEG
photo
grade
S4
301.50
Fracture Multiple, from 07 to 03 o´clock, within 8 inch: YES
00:16:39
2834_24a, b
302.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:17:10
2834_25a
319.50
Fracture Multiple, from 12 to 07 o´clock, within 8 inch: YES
00:18:11
2834_26a
320.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:18:43
2834_27a
322.20
Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
00:19:12
2834_28a, b
326.90
Materials Found-VCP
00:19:48
326.90
End of Segment
00:20:02
S4
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4238
2200
33
4
37
3
2
2.85
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
660
PSR:
84791
Total Pipe Length:
270
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
130TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0038/1592-0075/1538
Tape/Media #:
33
Start MH:
1538-0075
End MH:
1592-0038
pipe length:
322.3 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1538-0075
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
15.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:00:55
2829_4a
55.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:51
2829_5a
56.40
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:02:25
2829_6a, b
57.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:56
2829_7a
97.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:07
2829_8a
111.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:39
2829_9a
132.00
Roots Tap Joint, at 09 o´clock, 5 %, within 8 inch: YES
00:05:23
2829_10a
136.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:51
2829_11a
159.40
Fracture Multiple, from 01 to 04 o´clock, within 8 inch: YES
00:06:48
2829_12a, b
160.20
00:07:42
2829_13a
172.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:22
2829_14a
173.40
Fracture Multiple, from 07 to 12 o´clock, within 8 inch: YES
00:08:53
2829_15a, b
174.60
00:09:36
2829_16a, b
175.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:10:27
2829_17a, b
217.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:36
2829_18a
238.30
00:12:22
2829_19a
259.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE ROOTS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:12
2829_20a
277.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:48
2829_21a
297.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:30
2829_22a
319.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:21
2829_23a
322.30
Materials Found-VCP
00:15:48
322.30
End of Segment
00:16:03
S4
S4
S4
S3
1592-0038
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4331
2200
15
4
19
3.75
2
3.17
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
661
PSR:
73639
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
132ND ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0047/1592-0048/1592
Tape/Media #:
33
Start MH:
1592-0048
End MH:
1592-0047
pipe length:
326.3 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1592-0048
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
44.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:30
2830_4a
52.10
Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:02:12
2830_5a
53.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:49
2830_6a
92.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:55
2830_7a
107.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:30
2830_8a
122.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:07
2830_9a
130.00
Roots Tap Joint, at 08 o´clock, 5 %, within 8 inch: YES
00:05:41
2830_10a
134.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:12
9986a
135.50
Roots Tap Joint, from 08 to 09 o´clock, 5 %, within 8 inch: YES
00:06:51
9987a
154.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:46
9988a
187.00
Crack Multiple, from 07 to 11 o´clock, within 8 inch: NO
00:08:52
9989a, b
188.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:25
9990a
195.80
Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:10:08
2830_16a, b
196.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:48
9992a
198.60
Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
00:11:21
9993a
S1
229.30
Fracture Multiple, from 08 to 11 o´clock, within 8 inch: YES
00:12:34
9994a
S4
230.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:19
218a
234.10
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:13:50
9996a, b
S2
234.80
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:14:32
9997a
S3
235.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:06
9998a
Y0TV0506B_v7.mdb // page: 1
S3
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
661
PSR:
73639
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:627
1592-0047
position
observation
MPEG
photo
269.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:16:17
9999a
277.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:16:53
10000a
282.10
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:17:31
10001a, b
282.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:18:03
10002a
313.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:19:11
10003a
326.30
Materials Found-VCP
00:19:52
326.30
End of Segment
00:20:16
grade
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4333
2200
24
4
28
3
2
2.8
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060327
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
758
PSR:
73642
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
133RD ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0051/1592-0052/1592
Tape/Media #:
1
Start MH:
1592-0051
End MH:
1592-0052
pipe length:
350.8 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:726
1592-0051
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
36.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2409a
39.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2410a
65.10
Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
66.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2412a
81.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2413a
117.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2976_9a
119.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2976_10a
125.40
2976_11a
129.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
130.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2418a
Crack Longitudinal, at 04 o´clock, within 8 inch: YES, start
2419a
S2
Crack Multiple, from 02 to 04 o´clock, within 8 inch: YES
2420a
S3
Crack Longitudinal, at 04 o´clock, within 8 inch: YES, end
2421a
S2
233.90
Fracture Multiple, from 11 to 05 o´clock, within 8 inch: YES
2422a, b
S4
234.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2423a
237.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2424a
270.80
2425a
272.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Fracture Multiple, from 08 to 11 o´clock, within 8 inch: YES
273.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2427a
294.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2428a
196.20
S1
197.20
197.90
F1
Y0TV0506B_v7.mdb // page: 1
2411a, b
2417a
2426a, b
S3
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060327
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
758
PSR:
73642
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:726
1592-0052
position
observation
MPEG
311.80
Tap Factory Made Active, at 01 o´clock, 6", within 8 inch: NO
325.80
Crack Multiple, from 04 to 05 o´clock, within 8 inch: YES
326.80
346.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Fracture Multiple, from 01 to 08 o´clock, within 8 inch: YES
347.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
350.80
Materials Found-VCP
350.80
End of Segment
photo
grade
2429a
2430a, b
S3
2431a
2432a, b
S4
2433a
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4334
2200
28
4
32
3.11
2
2.91
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060329
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
618
PSR:
73659
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
134TH PL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0067/1592-0068/1592
Tape/Media #:
36
Start MH:
1592-0067
End MH:
1592-0068
pipe length:
305.52 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1592-0067
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:50
0.00
Water Level, 10 % of cross sectional area, from 04 to 08 o´clock
00:01:13
M2
0.00
Water Mark, 10 % of cross sectional area, from 04 to 08 o´clock
00:01:33
M2
25.12
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:36
2783_4a
32.75
Fracture Multiple, from 07 to 10 o´clock, within 8 inch: YES
00:03:45
2783_5a
34.17
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:23
2783_6a
71.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:31
2783_7a
75.97
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:06:38
2783_8a
S3
82.18
Crack Multiple, from 06 to 01 o´clock, within 8 inch: YES
00:07:34
2783_9a
S3
83.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:01
2783_10a
88.08
Crack Multiple, from 08 to 01 o´clock, within 8 inch: YES
00:09:15
2783_11a
S3
94.18
Crack Multiple, from 01 to 03 o´clock, within 8 inch: YES
00:10:13
2783_12a
S3
95.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:43
2783_13a
106.38
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:11:20
2783_14a
131.30
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:12:33
2783_15a
148.39
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:22
2783_16a
169.54
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:09
2783_17a
194.46
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:57
2783_18a
215.82
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:45
2783_19a
233.01
Fracture Multiple, from 12 to 04 o´clock, within 8 inch: YES
00:16:54
2783_20a
234.53
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:17:22
2783_21a
254.67
Crack Multiple, from 08 to 12 o´clock, within 8 inch: YES
00:18:35
2783_22a
255.79
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:19:00
2783_23a
Y0TV0506B_v7.mdb // page: 1
S4
S2
S4
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060329
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
618
PSR:
73659
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:627
1592-0068
position
observation
MPEG
photo
grade
S3
273.08
Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
00:20:17
2783_24a
274.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:20:44
2783_25a
291.69
Fracture Multiple, from 08 to 12 o´clock, within 8 inch: YES
00:21:49
2783_26a
292.61
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:22:12
2783_27a
305.52
Slight Circular Cracks Throughout Reach 10%
00:23:16
S1
305.52
Slight Longitudinal Cracks Throughout Reach 10%
00:23:32
S2
305.52
Materials Found-VCP
00:23:50
305.52
End of Segment
00:24:23
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4336
2200
35
4
39
2.92
2
2.79
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060406
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
96
PSR:
73844
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
CONDON AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0194/1591-0195/1591
Tape/Media #:
50
Start MH:
1591-0194
End MH:
1591-0195
pipe length:
333.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:495
1591-0194
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:23
0.00
Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:32
M2
0.00
Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:43
M2
67.23
Tap Break-In Active, at 11 o´clock, 5", within 8 inch: NO
00:01:50
640a
88.59
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:16
641a
91.13
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:34
642a
145.85
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:03:31
643a
148.49
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:48
644a
156.22
Fracture Longitudinal, at 11 o´clock, within 8 inch: YES
00:04:13
645a
S3
156.22
Fracture Longitudinal, at 06 o´clock, within 8 inch: YES
00:04:42
646a
S3
159.27
Fracture Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:05:16
647a
S4
162.22
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:05:37
648a
S3
165.27
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:05:59
649a
S3
165.27
Fracture Longitudinal, at 05 o´clock, within 8 inch: YES
00:06:19
650a, b
S3
168.32
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:06:50
651a
S4
172.60
Crack Multiple, from 12 to 08 o´clock, within 8 inch: YES
00:07:20
652a
S3
178.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:27
653a
179.92
Crack Multiple, from 10 to 05 o´clock, within 8 inch: YES
00:08:08
654a
S3
183.88
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:08:26
655a
S2
190.09
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: NO
00:08:53
656a
S4
191.11
Fracture Longitudinal, at 10 o´clock, within 8 inch: YES
00:09:11
657a
S3
192.33
Fracture Longitudinal, at 10 o´clock, within 8 inch: YES
00:09:25
658a
S3
194.67
Fracture Longitudinal, at 05 o´clock, within 8 inch: YES
00:09:53
659a
S3
199.75
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:13
660a
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060406
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
96
PSR:
73844
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
1:495
1591-0195
position
observation
MPEG
photo
217.55
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:42
661a
226.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:07
662a
244.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:33
663a
277.66
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:15
664a
308.07
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:50
665a
329.02
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:48
666a
333.70
Materials Found-VCP
00:14:57
333.70
End of Segment
00:15:07
grade
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
433A
2200
44
4
48
3.14
2
3
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
Surveyed By:
J. NGO
section number:
770
PSR:
73672
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
137TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0082/1592-0083/1592
Tape/Media #:
1
Start MH:
1592-0082
End MH:
1592-0083
pipe length:
326.4 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:594
1592-0082
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
8.10
Fracture Circumferential, from 07 to 09 o´clock, within 8 inch: YES
2644a
9.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2645a
2646a
50.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
50.80
Crack Circumferential, from 07 to 11 o´clock, within 8 inch: YES
2648a
S1
79.60
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
2649a, b
S4
80.70
82.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Fracture Multiple, from 12 to 06 o´clock, within 8 inch: YES
83.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2652a
2653a
127.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
166.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2655a
169.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2656a
183.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2657a
212.30
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
213.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2659a
217.50
Crack Multiple, from 12 to 12 o´clock, within 8 inch: NO
2660a
219.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2661a
12.00
125.10
Y0TV0506B_v7.mdb // page: 1
S2
2647a
2650a
2651a, b
S4
2654a
2658a, b
S3
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
Surveyed By:
J. NGO
section number:
770
PSR:
73672
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:594
position
253.60
observation
S1
254.40
255.20
1592-0083
MPEG
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES, start
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
F1
photo
grade
2662a, b
S4
2663a
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES, end
2664a, b
260.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2665a
294.80
Crack Multiple, from 07 to 10 o´clock, within 8 inch: YES
2666a
296.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2667a
326.40
Materials Found-VCP
326.40
End of Segment
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4433
2200
28
4
32
3.11
2
2.91
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
59
PSR:
73684
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
138TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0092/1592-0093/1592
Tape/Media #:
54
Start MH:
1592-0092
End MH:
1592-0093
pipe length:
310.61 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:561
1592-0092
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:30
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:45
M2
0.00
Water Mark, 15 of cross sectional area, from 04 to 08 o´clock
00:00:56
M2
10.48
Roots Ball Joint, from 02 to 05 o´clock, 40 %, within 8 inch: YES
00:01:31
907a
12.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:54
908a
14.85
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:18
909a
56.14
Crack Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:03:31
910a
57.46
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:53
911a
58.79
Fracture Multiple, from 02 to 08 o´clock, within 8 inch: YES
00:04:33
912a
59.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:57
913a
67.33
Crack Circumferential, from 07 to 11 o´clock, within 8 inch: YES
00:05:36
914a
S1
73.64
Crack Multiple, from 09 to 01 o´clock, within 8 inch: YES
00:06:10
915a
S3
95.10
Crack Multiple, from 07 to 01 o´clock, within 8 inch: YES
00:07:26
916a
S3
96.52
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:00
917a
97.84
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:08:39
918a
99.06
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:57
919a
103.44
Crack Multiple, from 07 to 10 o´clock, within 8 inch: YES
00:09:43
920a
S3
134.35
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:11:29
921a
S4
135.57
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:50
922a
137.00
Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:12:17
923a
138.32
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:41
924a
181.04
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:47
925a
182.56
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
00:14:17
926a
183.48
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACKED
00:14:44
927a
Y0TV0506B_v7.mdb // page: 1
S3
S4
S4
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
59
PSR:
73684
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:561
1592-0093
position
observation
MPEG
photo
grade
S4
240.33
Fracture Multiple, from 07 to 01 o´clock, within 8 inch: YES
00:15:59
928a
241.55
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:16:19
929a
244.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:16:41
930a
310.61
Slight Circular Cracks Throughout Reach 40%
00:17:55
S1
310.61
Slight Longitudinal Cracks Throughout Reach 25%
00:18:08
S2
310.61
Light Grease Throughout Reach 15%
00:18:18
M2
310.61
Materials Found-VCP
00:18:26
310.61
End of Segment
00:18:38
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4535
2300
39
6
45
3
2
2.81
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
575
PSR:
77707
Total Pipe Length:
306
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0176/1538-0177/1538
Tape/Media #:
23
Start MH:
1538-0176
End MH:
1538-0177
pipe length:
276.95 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:528
1538-0176
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:27
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:37
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:48
M2
4.27
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:01:02
130a
S3
39.67
Crack Spiral, from 09 to 04 o´clock, within 8 inch: NO
00:01:52
131a
S2
41.19
Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
00:02:12
132a
S3
59.09
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:39
133a
71.91
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:03:11
134a
S3
75.06
Fracture Longitudinal, at 02 o´clock, within 8 inch: YES
00:03:31
135a
S3
78.92
Fracture Longitudinal, at 11 o´clock, within 8 inch: NO
00:03:56
136a
S3
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES, start
00:04:16
137a, b
S3
86.25
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:04:34
138a
S2
90.72
Crack Multiple, from 03 to 08 o´clock, within 8 inch: YES
00:05:14
139a
S3
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:41
140a
Fracture Longitudinal, at 12 o´clock, within 8 inch: NO, end
00:06:03
166.49
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
00:06:51
142a
186.02
Fracture Longitudinal, at 09 o´clock, within 8 inch: YES
00:07:20
143a
S3
186.02
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:07:44
144a
S3
145a
S2
83.60
S1
114.11
120.83
F1
203.31
S2
Crack Longitudinal, at 12 o´clock, within 8 inch: YES, start
00:08:16
210.73
F2
Crack Longitudinal, at 12 o´clock, within 8 inch: NO, end
00:08:44
Fracture Circumferential, from 10 to 03 o´clock, within 8 inch: YES
00:09:09
216.84
Y0TV0506B_v7.mdb // page: 1
S3
S2
147a
S2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
575
PSR:
77707
Total Pipe Length:
306
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:528
1538-0177
position
observation
MPEG
photo
grade
S4
221.41
Fracture Multiple, from 12 to 03 o´clock, within 8 inch: YES
00:09:43
148a
224.87
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:06
149a
226.30
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:10:25
150a
S3
231.99
Fracture Multiple, from 10 to 01 o´clock, within 8 inch: YES
00:10:45
151a
S4
234.94
Fracture Multiple, from 09 to 02 o´clock, within 8 inch: YES
00:11:10
152a
S4
239.11
Fracture Multiple, from 11 to 01 o´clock, within 8 inch: YES
00:11:33
153a
S4
244.50
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:11:55
154a
S3
247.55
Fracture Longitudinal, at 01 o´clock, within 8 inch: YES
00:12:14
155a
S3
251.32
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:12:35
156a
S3
253.96
Fracture Longitudinal, at 03 o´clock, within 8 inch: YES
00:12:59
157a
S3
257.11
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
00:13:21
158a
S3
260.47
Fracture Multiple, from 09 to 02 o´clock, within 8 inch: YES
00:13:44
159a
S4
271.56
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:09
160a
276.95
Slight Longitudinal Cracks Throughout Reach 55%
00:14:30
S2
276.95
Slight Circular Cracks Throughout Reach 40%
00:14:37
S1
276.95
Materials Found-VCP
00:14:47
276.95
End of Segment
00:15:00
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
453C
2200
96
4
100
2.91
2
2.86
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060327
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
759
PSR:
73643
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
133RD ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0052/1592-0053/1592
Tape/Media #:
1
Start MH:
1592-0052
End MH:
1592-0053
pipe length:
350.4 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:693
1592-0052
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
39.50
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
40.70
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
41.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2441a
81.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2442a
82.60
Fracture Multiple, from 08 to 10 o´clock, within 8 inch: YES
2443a
83.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2444a
104.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2445a
131.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2446a
149.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
2447a
170.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2448a
187.20
Crack Multiple, from 01 to 04 o´clock, within 8 inch: YES
2449a
188.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2450a
210.80
Crack Longitudinal, at 05 o´clock, within 8 inch: YES
2451a
S2
211.00
Fracture Multiple, from 06 to 09 o´clock, within 8 inch: YES
2452a, b
S4
211.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2453a
226.70
2454a
250.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
267.60
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
268.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Y0TV0506B_v7.mdb // page: 1
2439a
2440a, b
S4
S4
S3
2455a
2456a, b
2457a
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060327
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
759
PSR:
73643
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:693
1592-0053
position
observation
MPEG
photo
289.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2458a
309.50
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
2459a
310.70
2460a
324.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Fracture Multiple, from 08 to 10 o´clock, within 8 inch: YES
325.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
350.40
Materials Found-VCP
350.40
End of Segment
grade
S4
2461a, b
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4631
2200
29
4
33
3.63
2
3.3
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
762
PSR:
77863
Total Pipe Length:
278
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
135TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0071/1592-0072/1592
Tape/Media #:
1
Start MH:
1592-0072
End MH:
1592-0071
pipe length:
327 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1592-0072
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
6.00
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
2499a
9.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2500a
39.90
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
2501a
41.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2502a
43.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2503a
81.90
Crack Multiple, from 03 to 05 o´clock, within 8 inch: YES
2504a
82.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2505a
84.10
Fracture Multiple, from 07 to 12 o´clock, within 8 inch: YES
85.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2507a
96.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2508a
104.50
Crack Circumferential, from 07 to 11 o´clock, within 8 inch: YES
2509a
105.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2510a
134.80
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
2511a
135.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2512a
168.70
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
2513a
177.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2514a
200.50
Fracture Multiple, from 07 to 04 o´clock, within 8 inch: YES
201.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2516a
234.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS/CRACKS
2517a
246.50
Y0TV0506B_v7.mdb // page: 1
2506a, b
2515a, b
2518a
S3
S3
S4
S1
S4
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
762
PSR:
77863
Total Pipe Length:
278
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:627
1592-0071
position
observation
MPEG
photo
grade
2519a, b
S4
275.60
Fracture Multiple, from 07 to 12 o´clock, within 8 inch: YES
276.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
2520a
321.10
Fracture Multiple, from 07 to 02 o´clock, within 8 inch: YES
2521a
322.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2522a
323.50
Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
2523a
324.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
327.00
End of Segment
S4
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4632
2200
31
4
35
3.44
2
3.18
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
743
PSR:
73719
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
135TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0007/1592-0073/1592
Tape/Media #:
1
Start MH:
1592-0007
End MH:
1592-0073
pipe length:
351 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:495
1592-0007
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 of cross sectional area, from 05 to 07 o´clock
M2
11.90
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
27.20
Fracture Multiple, from 07 to 12 o´clock, within 8 inch: YES
28.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2961_6a
46.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2961_7a
66.30
Fracture Multiple, from 12 to 04 o´clock, within 8 inch: YES
67.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_9a
74.90
Crack Circumferential, from 07 to 09 o´clock, within 8 inch: YES
2961_10a
87.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2961_11a
96.40
2961_12a
101.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Crack Longitudinal, at 12 o´clock, within 8 inch: YES, Remark: 101.1
125.60
Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
126.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
2961_15a
128.10
Fracture Longitudinal, at 12 o´clock, within 8 inch: YES
2961_16a
S3
146.50
Fracture Multiple, from 12 to 04 o´clock, within 8 inch: YES
2961_17a
S4
147.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_18a
167.60
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
2961_19a
180.80
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
2961_20a
188.90
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
2961_21a
190.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_22a
Y0TV0506B_v7.mdb // page: 1
2961_4a
S3
S4
2961_8a, b
S4
S1
2961_13a
S2
2961_14a, b
S4
S2
S3
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
743
PSR:
73719
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:495
1592-0073
position
observation
MPEG
photo
grade
2961_23a, b
S4
206.60
Fracture Multiple, from 07 to 12 o´clock, within 8 inch: YES
207.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
218.20
Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
2961_25a, b
S3
230.60
Crack Multiple, from 12 to 04 o´clock, within 8 inch: YES
2961_26a
S3
231.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_27a
267.00
Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
2961_28a
268.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2961_29a
269.40
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
2961_30a
270.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_31a
293.50
Crack Circumferential, from 07 to 10 o´clock, within 8 inch: YES
2961_32a
294.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2961_33a
303.20
2961_34a
316.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Longitudinal, at 02 o´clock, within 8 inch: YES
321.60
Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
322.90
2961_24a
S1
S4
S1
2961_35a
S2
2961_36a, b
S3
Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
2961_37a
S4
345.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2961_38a
351.00
Materials Found-VCP
351.00
End of Segment
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4736
2200
55
4
59
2.89
2
2.81
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060831
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
A.S.T.
section number:
800
PSR:
73928
Total Pipe Length:
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
HAWTHORNE BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0126/1591-0127/1591
Remark::
1:800
1591-0126
Tape/Media #:
4A
Start MH:
1591-0126
End MH:
1591-0127
pipe length:
326.68 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method: NO
Category:
10503 HAWTHORNE BLVD.
position
observation
MPEG
photo
grade
138a
M2
S5
0.00
0
Manhole, Survey Begins DWN STRM MH 0126
00:00:19
7.73
2
Grease, from 09 to 03 o'clock, 5 % cross-sectional area loss
00:00:40
18.31
1
Prefabricated connection, at 02 o'clock, active
00:01:05
30.10
1
Prefabricated connection, at 10 o'clock, stub
00:01:31
53.90
1
Prefabricated connection, at 02 o'clock, open
00:02:26
103.13
1
Prefabricated connection, at 02 o'clock, active
00:03:58
123.67
1
Prefabricated connection, at 02 o'clock, stub
00:04:32
138.52
1
Prefabricated connection, at 02 o'clock, open
00:05:02
153.58
1
Prefabricated connection, at 10 o'clock, active
00:05:44
183.78
1
Prefabricated connection, at 02 o'clock, active
00:06:34
198.63
1
Prefabricated connection, at 10 o'clock, active
00:07:20
219.18
1
Prefabricated connection, at 02 o'clock, active
00:08:02
235.04
1
Prefabricated connection, at 10 o'clock, open
00:08:29
243.79
1
Prefabricated connection, at 02 o'clock, active
00:08:54
264.74
1
Prefabricated connection, at 10 o'clock, stub
00:09:27
267.39
1
Prefabricated connection, at 02 o'clock, active
00:09:43
293.42
1
Prefabricated connection, at 02 o'clock, open
00:11:00
322.20
1
Prefabricated connection, at 10 o'clock, active
00:12:36
325.05
4
Missing pipe with soil visible from 11 to 02 o'clock, 3 in
00:13:17
155a
326.68
3
Survey Abandoned DUE TO GREASE ON FLOW LINE
00:15:14
156a
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
2100
5
2
7
5
2
3.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060324
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
708
PSR:
73905
Total Pipe Length:
325
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
LENNOX BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0087/1591-0088/1591
35
Start MH:
1591-0088
End MH:
1591-0087
pipe length:
343.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:850
1591-0088
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 0 % of cross sectional area
M2
18.30
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:01:13
11495a
34.50
Hole Soil Visible, from 07 to 04 o´clock, within 8 inch: YES
00:02:47
11496a, b
71.60
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:04:29
11497a
00:05:50
11498a
134.10
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:06:53
11499a
145.60
00:07:31
11500a
163.30
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:08:13
11501a
168.90
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:08:57
11502a
195.40
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:10:29
11503a
234.60
00:11:46
11504a
00:12:15
11505a
245.80
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:12:58
11506a
263.40
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:13:38
11507a
287.10
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:14:25
11508a
338.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:51
11509a
343.70
Materials Found-VCP
00:16:34
343.70
End of Segment
00:16:49
98.20
237.30
1591-0087
observation
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
2200
5
4
9
5
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060216
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
T.DIAZ
section number:
382
PSR:
73823
Total Pipe Length:
208
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
111TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0159/1591-0160/1591
Tape/Media #:
4
Start MH:
1591-0160
End MH:
1591-0159
pipe length:
212.77 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:525
1591-0160
1591-0159
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
M2
44.24
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:15
833a
68.35
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:04
834a
83.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:44
835a
92.45
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:05:16
836a
94.28
Hole Soil Visible, at 12 o´clock, within 8 inch: NO
00:05:59
837a
94.89
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:56
838a
116.05
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:36
839a
127.95
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:08:08
840a
151.95
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:55
841a
170.26
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:09:34
842a
175.85
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:10:01
843a
203.11
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:50
844a
205.85
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:31
845a
212.77
Materials Found-VCP
00:12:08
212.77
End of Segment
00:12:26
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
2200
5
4
9
5
2
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060421
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
292
PSR:
73815
Total Pipe Length:
308
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0240/1591-0241/1591
75
Start MH:
1591-0240
End MH:
1591-0241
pipe length:
319.3 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1591-0240
1591-0241
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
10.80
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:00:49
2453_4a
54.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:56
2453_5a
87.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:57
2453_6a
140.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:08
2453_7a
167.30
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:04:51
2453_8a
190.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:31
2453_9a
221.80
Broken Void Visible, from 11 to 01 o´clock, within 8 inch: YES
00:06:52
2453_10a, b
238.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
00:07:43
2453_11a
261.70
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:08:26
2453_12a
300.40
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:09:29
2453_13a
319.30
Materials Found-VCP
00:10:01
319.30
End of Segment
00:10:15
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
3121
5
5
10
5
2.5
3.33
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
253
PSR:
73685
Total Pipe Length:
307
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0093/1592-0094/1592
57
Start MH:
1592-0093
End MH:
1592-0094
pipe length:
312.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1592-0093
1592-0094
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
12.70
Hole Soil Visible, from 07 to 12 o´clock, within 8 inch: YES
00:01:11
2414_4a, b
65.40
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:02:37
2414_5a
83.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
00:03:17
2414_6a
128.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:27
2414_7a
202.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
00:06:15
2414_8a, b
239.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:25
2414_9a
271.10
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:08:38
2414_10a
312.50
General Observation CRACKS THROUGHOUT REACH 5% OR LESS
00:11:21
312.50
Materials Found-VCP
00:11:31
312.50
End of Segment
00:11:47
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
3121
5
5
10
5
2.5
3.33
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060414
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
313
PSR:
73801
Total Pipe Length:
251
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
FELTON AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0298/1591-0299/1591
Tape/Media #:
65
Start MH:
1591-0298
End MH:
1591-0299
pipe length:
284.6 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:700
1591-0298
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
16.80
Joint Offset Medium
00:01:02
2474_4a
S1
17.20
Broken Void Visible, at 04 o´clock, within 8 inch: YES
00:01:23
2474_5a
S5
18.60
Tap Break-In Active, at 03 o´clock, 6", within 8 inch: NO
00:01:54
2474_6a
48.50
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:02:53
2474_7a
54.00
00:03:19
2474_8a
00:04:29
2474_9a
104.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:53
2474_10a
136.90
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:05:53
2474_11a
145.70
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:06:36
2474_12a
178.20
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:08:08
2474_13a
198.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:47
2474_14a
231.90
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:10:45
2474_15a
237.30
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:11:13
2474_16a
270.70
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:13:23
2474_17a
273.20
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:13:46
2474_18a
275.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:07
2474_19a
284.60
Materials Found-VCP
00:14:34
284.60
End of Segment
00:14:48
101.70
1591-0299
observation
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5111
2200
6
4
10
3
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
3 Light rain
Surveyed By:
J. NGO
section number:
742
PSR:
77845
Total Pipe Length:
490
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
135TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0007/1592-0049/1538
Tape/Media #:
1
Start MH:
1592-0007
End MH:
1538-0049
pipe length:
350.2 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:627
1592-0007
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
5.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_4a
15.90
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
2960_5a
22.90
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
2960_6a
38.40
Roots Tap Joint, at 08 o´clock, 5 %, within 8 inch: YES
2960_7a
41.00
Roots Tap Joint, at 10 o´clock, 5 %, within 8 inch: YES
2960_8a
45.90
2960_9a
2960_10a
81.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
93.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2960_12a
2960_13a
153.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
165.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_15a
165.70
Fracture Multiple, from 07 to 10 o´clock, within 8 inch: YES
198.90
51.50
126.40
S3
2960_11a
2960_14a
2960_16a, b
S4
Crack Longitudinal, at 12 o´clock, within 8 inch: YES
2960_17a
S2
206.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_18a
215.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2960_19a
221.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_20a
249.10
Crack Longitudinal, at 01 o´clock, within 8 inch: YES
2960_21a
257.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2960_22a
259.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_23a
Y0TV0506B_v7.mdb // page: 1
S2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
3 Light rain
Surveyed By:
J. NGO
section number:
742
PSR:
77845
Total Pipe Length:
490
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:627
1538-0049
position
observation
MPEG
photo
grade
269.70
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
2960_24a
S2
281.60
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
2960_25a
S2
295.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2960_26a
296.00
Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
2960_27a
300.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2960_28a
320.00
Crack Longitudinal, at 12 o´clock, within 8 inch: YES
2960_29a
350.20
Materials Found-VCP
350.20
End of Segment
S3
S2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4132
2200
20
4
24
2.5
2
2.4
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
588
PSR:
77836
Total Pipe Length:
218
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
137TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0037/1538-0038/1538
Tape/Media #:
38
Start MH:
1538-0037
End MH:
1538-0038
pipe length:
332.68 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:825
1538-0037
1538-0038
position
0.00
observation
MPEG
photo
grade
S1
Upstream Manhole, Survey Begins
00:00:38
29.29
Crack Circumferential, from 09 to 10 o´clock, within 8 inch: YES
00:01:33
2753_2a
30.41
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:57
2753_3a
33.26
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:18
2753_4a
66.62
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:00
2753_5a
106.28
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:54
2753_6a
114.83
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:29
2753_7a
139.34
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:05:39
2753_8a
140.96
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:06:16
2753_9a
154.69
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:45
2753_10a
181.95
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:23
2753_11a
187.44
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:47
2753_12a
225.69
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:08:50
2753_13a
S4
237.99
Joint Offset Large, from 11 to 05 o´clock
00:09:37
2753_14a
S2
273.39
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:22
2753_15a
274.61
Crack Multiple, from 01 to 03 o´clock, within 8 inch: YES
00:10:46
2753_16a
275.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:10
2753_17a
309.49
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:53
2753_18a
321.29
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:18
2753_19a
332.68
Slight Circular Cracks Throughout Reach 10 %
00:12:45
332.68
Materials Found-VCP
00:12:52
332.68
End of Segment
00:13:13
S3
S3
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4132
0000
14
0
14
2.33
0
2.33
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060220
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
429
PSR:
77961
Total Pipe Length:
122
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
116TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0044/1537-0067/1537
Tape/Media #:
7
Start MH:
1537-0044
End MH:
1537-0067
pipe length:
224.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:550
1537-0044
1537-0067
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
M2
13.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:52
63a
16.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:33
64a
51.80
Crack Multiple, from 07 to 03 o´clock, within 8 inch: YES
00:04:48
65a
77.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:20
66a
79.30
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:07:35
67a
80.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:14
68a
118.90
Crack Multiple, from 06 to 12 o´clock, within 8 inch: NO
00:10:37
69a
126.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:08
70a
129.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:54
71a
181.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:15:05
72a
184.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:52
73a
224.70
HAIRLINE LONGITUDAL CRACKS THROUGHOUT THE REACH AT 5%
00:18:37
S2
224.70
HAIRLINE CIRCULAR CRACKS THROUGHOUT THE REACH AT 5%
00:19:26
S1
224.70
Materials Found VCP
00:19:52
224.70
End of Segment
00:20:18
S3
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4132
2200
13
4
17
2.6
2
2.43
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
196
PSR:
73745
Total Pipe Length:
229
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0026/1592-0027/1592
61
Start MH:
1592-0027
End MH:
1592-0026
pipe length:
215.3 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:525
1592-0027
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
44.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:09
2357_4a
95.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:43
2357_5a
00:05:45
2357_6a
143.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:06:48
2357_7a
190.10
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:08:21
2357_8a
207.10
Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
00:09:32
2357_9a
S3
210.10
Fracture Multiple, from 07 to 01 o´clock, within 8 inch: YES
00:10:37
2357_10a, b
S4
215.30
Materials Found-VCP
00:11:39
215.30
End of Segment
00:11:58
141.60
1592-0026
observation
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4132
2200
10
4
14
3.33
2
2.8
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060309
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
648
PSR:
77791
Total Pipe Length:
382
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
124TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0138/1538-0139/1538
Tape/Media #:
20
Start MH:
1538-0138
End MH:
1538-0139
pipe length:
350.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:693
1538-0138
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
4.60
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:01:14
2814_4a, b
S2
5.20
Crack Circumferential, from 11 to 12 o´clock, within 8 inch: YES
00:01:53
2814_5a
S1
25.50
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:02:49
2814_6a
S2
34.10
Crack Circumferential, from 05 to 06 o´clock, within 8 inch: YES
00:03:23
2814_7a
S1
40.10
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:03:45
2814_8a
S2
47.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:11
2814_9a
55.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:44
2814_10a
60.30
Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:05:16
2814_11a, b
S3
84.90
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:06:13
2814_12a
S2
98.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:53
2814_13a
113.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:37
2814_14a
148.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:50
2814_15a
165.20
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:09:45
2814_16a, b
166.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:17
2814_17a
182.80
Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
00:11:08
2814_18a
S1
209.90
Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
00:12:34
2814_19a, b
S3
211.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:07
2814_20a
213.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:35
2814_21a
263.00
Fracture Multiple, from 09 to 05 o´clock, within 8 inch: YES
00:15:25
2814_22a, b
264.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:16:03
2814_23a
273.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:16:41
2814_24a
Y0TV0506B_v7.mdb // page: 1
S3
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060309
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
648
PSR:
77791
Total Pipe Length:
382
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
1:693
1538-0139
position
observation
MPEG
photo
311.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:18:01
2814_25a
329.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:18:50
2814_26a
350.50
Materials Found, VCP
00:19:41
350.50
End of Segment
00:19:58
grade
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4133
2200
24
4
28
2.18
2
2.15
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060307
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
504
PSR:
77924
Total Pipe Length:
246
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
ALLEY
City:
ZLAS
Flow Control:
Year Renewed
Location Code: H Alley
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0150/1537-0152/1537
17
Start MH:
1537-0150
End MH:
1537-0152
pipe length:
246.33 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1537-0150
1537-0152
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:21
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:31
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:40
M2
100.28
Fracture Circumferential, from 04 to 08 o´clock, within 8 inch: YES
00:00:57
650a
S2
101.50
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
00:02:32
651a
S3
101.50
Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
00:02:43
652a
S3
103.74
Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:03:05
653a
S4
114.93
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:33
654a
116.35
Crack Multiple, from 08 to 01 o´clock, within 8 inch: YES
00:03:53
655a
117.57
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:10
656a
169.54
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:59
657a
187.44
00:05:27
658a
221.01
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACKED
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:08
659a
223.55
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:26
660a
246.23
Slight Circular Cracks Throughout Reach 10%
00:06:55
S1
246.23
Slight Longitudinal Cracks Throughout Reach 10%
00:07:07
S2
246.23
Materials Found-VCP
00:07:13
246.23
End of Segment
00:07:24
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4133
2200
18
4
22
2.57
2
2.44
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060329
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
597
PSR:
77846
Total Pipe Length:
259
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
134TH PL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0051/1538-0052/1538
Tape/Media #:
36
Start MH:
1538-0052
End MH:
1538-0051
pipe length:
168.22 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:425
1538-0052
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:33
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:44
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:55
M2
57.16
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:46
2762_4a
89.50
Crack Circumferential, from 09 to 03 o´clock, within 8 inch: YES
00:02:55
2762_5a
99.88
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:15
2762_6a
109.13
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:03:39
2762_7a
S2
110.66
Fracture Multiple, from 10 to 05 o´clock, within 8 inch: YES
00:04:17
2762_8a
S4
113.81
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
00:05:13
2762_9a
S3
135.27
Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
00:06:00
2762_10a
S3
136.39
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:26
2762_11a
141.07
Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
00:06:55
2762_12a
142.08
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:16
2762_13a
154.08
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:41
2762_14a
161.81
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:08:38
2762_15a
S2
161.81
00:09:18
2762_16a
M4
162.02
Obstacles External Pipe or Cable, 25 % of cross sectional area, from 01 to
05 o´clock
Crack Multiple, from 04 to 05 o´clock, within 8 inch: YES
00:09:43
2762_17a
S3
168.22
Inspection incomplete due to PIPE
00:10:59
2762_18a
S1
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4134
4122
21
8
29
2.63
2.67
2.64
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
189
PSR:
73740
Total Pipe Length:
294
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0024/1592-0026/1592
61
Start MH:
1592-0026
End MH:
1592-0024
pipe length:
336.1 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:825
1592-0026
1592-0024
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
30.10
Crack Multiple, from 07 to 10 o´clock, within 8 inch: YES
00:01:08
2350_4a
S3
68.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:07
2350_5a
78.70
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:02:45
2350_6a, b
104.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:34
2350_7a
162.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:54
2350_8a
206.60
Fracture Multiple, from 12 to 06 o´clock, within 8 inch: YES
00:06:10
2350_9a, b
207.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:41
2350_10a
261.40
Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
00:08:11
2350_11a, b
262.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:35
2350_12a
300.60
Crack Circumferential, from 03 to 06 o´clock, within 8 inch: YES
00:09:43
2350_13a, b
S1
300.60
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:10:09
2350_14a, b
S3
301.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:42
2350_15a
336.10
Materials Found-VCP
00:11:31
336.10
End of Segment
00:11:49
S3
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4134
2200
17
4
21
2.83
2
2.63
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
701
PSR:
73640
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
132ND ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0048/1592-0049/1592
Tape/Media #:
33
Start MH:
1592-0049
End MH:
1592-0048
pipe length:
326.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:726
1592-0049
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
32.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:17
11264a
39.50
Crack Multiple, from 12 to 04 o´clock, within 8 inch: YES
00:02:04
11265a
40.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:37
11266a
129.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:54
11267a
139.70
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:05:44
11268a, b
S3
152.00
Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
00:06:36
11269a, b
S3
153.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:15
11270a
192.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:15
11271a
193.70
Crack Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:08:58
11272a
195.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:27
11273a
230.20
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:10:58
11274a
231.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:27
11275a
232.80
Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:12:39
11276a, b
233.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:29
11277a
242.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:05
11278a
251.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:40
11279a
Y0TV0506B_v7.mdb // page: 1
S3
S3
S2
S4
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
701
PSR:
73640
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
1:726
position
observation
MPEG
photo
309.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:16:10
11280a
313.40
Crack Multiple, from 07 to 12 o´clock, within 8 inch: YES
00:17:21
11281a, b
314.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:17:58
11282a
320.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:18:29
11283a
322.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:19:06
11284a
326.70
Materials Found-VCP
00:19:42
326.70
End of Segment
00:19:56
grade
S3
1592-0048
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4135
2200
21
4
25
3
2
2.78
Y0TV0506B_v7.mdb // page: 2
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060413
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
235
PSR:
73660
Total Pipe Length:
272
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
134TH PL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0068/1592-0069/1592
Tape/Media #:
63
Start MH:
1592-0068
End MH:
1592-0069
pipe length:
263.6 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:650
1592-0068
1592-0069
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 25 % of cross sectional area, from 04 to 08 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
5.00
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:00:49
2396_4a, b
7.00
00:01:31
2396_5a, b
32.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Crack Multiple, from 08 to 12 o´clock, within 8 inch: YES
00:02:37
2396_6a, b
33.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:10
2396_7a
44.80
Crack Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:03:51
2396_8a, b
45.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:26
2396_9a
61.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:04
2396_10a
85.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:49
2396_11a
96.40
Fracture Multiple, from 01 to 04 o´clock, within 8 inch: YES
00:06:28
2396_12a, b
S4
111.90
Crack Multiple, from 04 to 06 o´clock, within 8 inch: YES
00:07:18
2396_13a
S3
119.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:47
2396_14a
124.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:20
2396_15a
170.10
Fracture Longitudinal, at 09 o´clock, within 8 inch: YES
00:09:30
2396_16a, b
176.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:07
2396_17a
195.00
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:10:48
2396_18a
228.70
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:11:42
2396_19a
263.60
General Observation 10% TRHOUGHOUT REACH WITH CRACKS
00:12:49
263.60
Materials Found-VCP
00:13:00
263.60
End of Segment
00:13:12
S3
S3
S3
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4135
2200
19
4
23
3.17
2
2.88
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060316
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
551
PSR:
77765
Total Pipe Length:
140
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
125TH ST
Flow Control:
Start MH:
1538-0106
City:
ZLAS
Year Renewed
End MH:
1538-0105
pipe length:
174.93 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0105/1538-0106/1538
Tape/Media #:
27
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:400
1538-0106
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:33
0.00
Water Level, 0 % of cross sectional area
00:00:41
M2
0.00
Water Mark, 0 % of cross sectional area
00:00:49
M2
00:01:21
571a
14.75
Deposits Settled Compacted, 15 % of cross sectional area, from 01 to 06
o´clock, within 8 inch: YES
Tap Break-In Active, at 03 o´clock, 6", within 8 inch: NO
00:01:58
572a
15.97
Fracture Multiple, from 11 to 05 o´clock, within 8 inch: YES
00:02:40
573a
S4
16.98
00:03:46
574a
M2
19.43
Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES, Remark:
CONCRETE 100%
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:04:09
575a
74.75
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:05:09
576a
77.40
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:05:32
577a
116.86
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:06:10
578a
118.49
Crack Circumferential, from 12 to 05 o´clock, within 8 inch: YES
00:06:37
579a
119.30
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:06:53
580a
168.12
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: NO
00:07:40
581a
174.93
Materials Found-VCP
00:07:57
174.93
End of Segment
00:08:08
13.12
1538-0105
observation
M3
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4111
3123
5
9
14
2.5
2.25
2.33
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060323
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
700
PSR:
73630
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
130TH ST
Flow Control:
Start MH:
1592-0037
City:
ZLAS
Year Renewed
End MH:
1592-0038
pipe length:
328.2 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0037/1592-0038/1592
Tape/Media #:
33
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1592-0037
1592-0038
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
2.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:00:43
11185a
8.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:14
11186a
38.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:03
11187a
47.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:30
11188a
86.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:27
11189a
94.90
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:03:56
11190a
118.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:31
11191a
155.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:24
11192a
157.50
00:05:54
11193a
169.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
VOID/HOLE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:23
11194a
181.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:53
11195a
208.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:40
11196a
223.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:11
11197a
250.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:52
11198a
261.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:19
11199a
289.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:03
11200a
289.00
Crack Longitudinal, at 08 o´clock, within 8 inch: YES
00:10:29
11201a
S2
289.80
Fracture Multiple, from 01 to 05 o´clock, within 8 inch: YES
00:11:04
11202a, b
S4
291.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:45
11203a
328.20
Materials Found-VCP
00:12:43
328.20
End of Segment
00:12:59
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2200
6
4
10
3
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060314
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
675
PSR:
77805
Total Pipe Length:
274
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
125TH ST
Flow Control:
Start MH:
1538-0153
City:
ZLAS
Year Renewed
End MH:
1538-0152
pipe length:
246.5 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0152/1538-0153/1538
Tape/Media #:
24
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:550
1538-0153
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:00:56
2862_4a
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
roots
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:06
2862_5a
00:03:34
2862_6a
112.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:46
2862_7a
115.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:06
2862_8a
163.70
00:06:16
2862_9a
164.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Crack Longitudinal, at 05 o´clock, within 8 inch: YES
00:07:31
2862_10a
166.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:45
2862_11a
220.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:58
2862_12a
223.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:19
2862_13a
246.50
Materials Found, VCP
00:10:03
246.50
End of Segment
00:10:20
52.70
58.60
1538-0152
observation
S4
S2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2200
6
4
10
3
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
625
PSR:
73683
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
138TH ST
Flow Control:
Start MH:
1592-0091
City:
ZLAS
Year Renewed
End MH:
1592-0092
pipe length:
331.56 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0091/1592-0092/1592
Tape/Media #:
38
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1592-0091
1592-0092
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:25
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:36
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:44
M2
3.76
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:00:59
2790_4a
S2
4.37
Fracture Multiple, from 07 to 11 o´clock, within 8 inch: YES
00:01:34
2790_5a
S4
4.37
Roots Tap Joint, from 08 to 04 o´clock, 10 %, within 8 inch: YES
00:01:55
2790_6a
6.71
00:02:17
2790_7a
43.12
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 50%
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:56
2790_8a
64.07
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:24
2790_9a
91.23
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:55
2790_10a
109.03
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:24
2790_11a
145.24
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:03
2790_12a
147.58
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:24
2790_13a
156.63
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:45
2790_14a
186.63
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:24
2790_15a
223.04
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:04
2790_16a
225.58
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:26
2790_17a
237.48
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:50
2790_18a
264.54
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:25
2790_19a
282.54
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:51
2790_20a
306.64
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:22
2790_21a
331.56
Materials Found-VCP
00:09:55
331.56
End of Segment
00:10:05
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2200
6
4
10
3
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
225
PSR:
73647
Total Pipe Length:
338
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
Flow Control:
Start MH:
1592-0056
City:
ZLAS
Year Renewed
End MH:
1592-0115
pipe length:
341.2 ft
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0056/1592-0115/1592
63
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1592-0056
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 of cross sectional area, from 03 to 09 o´clock
0.00
Water Level, 25 % of cross sectional area, from 04 to 08 o´clock
00:00:05
Fracture Multiple, from 09 to 03 o´clock, within 8 inch: YES
00:01:36
2386_4a, b
108.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:43
2386_5a
168.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
00:05:10
2386_6a
214.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:24
2386_7a
248.50
Fracture Circumferential, from 08 to 09 o´clock, within 8 inch: YES
00:07:26
2386_8a
274.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
00:08:22
2386_9a
341.20
General Observation 10% TRHOUGHOUT REACH WITH CRACKS
00:10:30
341.20
Materials Found-VCP
00:10:40
341.20
End of Segment
00:10:53
21.80
1592-0115
observation
M3
M2
S4
S2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
3121
6
5
11
3
2.5
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060214
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
416
PSR:
73703
Total Pipe Length:
59
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
FELTON AV
Flow Control:
Start MH:
1591-0332
City:
ZLAS
Year Renewed
End MH:
1591-0331
pipe length:
44.95 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0331/1591-0332/1591
Tape/Media #:
2
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:100
1591-0332
1591-0331
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:32
6.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
00:01:34
M2
6.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
00:01:44
M2
6.00
Fracture Circumferential, from 04 to 09 o´clock, within 8 inch: YES
00:01:57
357a
S2
6.00
Joint Offset Large, from 05 to 07 o´clock
00:02:14
358a
S2
6.51
Fracture Multiple, from 03 to 08 o´clock, within 8 inch: YES
00:02:54
359a
S4
44.95
Materials Found-VCP
00:03:35
44.95
End of Segment
00:03:45
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4122
2200
8
4
12
2.67
2
2.4
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060328
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
763
PSR:
73664
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
135TH ST
Flow Control:
Start MH:
1592-0072
City:
ZLAS
Year Renewed
End MH:
1592-0073
pipe length:
351.1 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0072/1592-0073/1592
Tape/Media #:
1
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1592-0072
position
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
2.00
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
FRACTURE
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
2.00
1592-0073
observation
2529a
2530a, b
33.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2531a
51.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2532a
75.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2533a
90.60
2534a
111.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2535a
117.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2536a
127.80
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
2537a, b
200.00
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
2538a
220.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2539a
232.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2540a
244.20
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
2541a
271.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2542a
317.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2543a
320.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2544a
351.10
Materials Found-VCP
351.10
End of Segment
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
7
4
11
3.5
2
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060313
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
687
PSR:
77800
Total Pipe Length:
240
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
124TH PL
Flow Control:
Start MH:
1538-0147
City:
ZLAS
Year Renewed
End MH:
1538-0146
pipe length:
272 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0146/1538-0147/1538
Tape/Media #:
22
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1538-0147
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
21.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:12
10824a
23.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:44
10825a
74.60
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:10
10826a
83.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:43
10827a
125.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:18
10828a
130.80
00:07:01
10829a
136.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES
00:08:10
10830a, b
S4
183.70
Crack Multiple, from 11 to 02 o´clock, within 8 inch: YES
00:09:58
10831a
S3
185.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:33
10832a
190.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:04
10833a
239.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:28
10834a
247.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:10
10835a
267.30
Crack Longitudinal, at 04 o´clock, within 8 inch: NO
00:14:17
10836a
272.00
Materials Found, VCP
00:15:03
272.00
End of Segment
00:15:22
S2
1538-0146
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
9
4
13
3
2
2.6
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060303
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
640
PSR:
77896
Total Pipe Length:
289
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
120TH ST
Flow Control:
Start MH:
1537-0125
City:
ZLAS
Year Renewed
End MH:
1537-0126
pipe length:
350.1 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0125/1537-0126/1537
Tape/Media #:
14
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1537-0125
1537-0126
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
6.80
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
00:01:22
9487a, b
7.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:26
9488a
10.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:29
9489a
22.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:10
9490a
46.70
00:06:17
9491a, b
105.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:08:19
9492a
105.90
Crack Multiple, from 12 to 03 o´clock, within 8 inch: YES
00:08:55
9493a
175.60
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:11:05
9494a
214.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:12:25
9495a
217.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:06
9496a
277.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:46
9497a
280.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:15:22
9498a
338.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:17:00
9499a
340.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:17:32
9500a
350.10
Materials Found, VCP
00:18:22
350.10
End of Segment
00:18:39
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
7
4
11
3.5
2
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060314
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
564
PSR:
77813
Total Pipe Length:
309
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
127TH ST
Flow Control:
Start MH:
1538-0161
City:
ZLAS
Year Renewed
End MH:
1538-0162
pipe length:
279.18 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0161/1538-0162/1538
Tape/Media #:
25
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1538-0161
1538-0162
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:36
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
00:00:50
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
00:01:00
M2
6.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:32
48a
8.85
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:53
49a
45.87
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:31
50a
48.31
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:46
51a
110.25
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:40
52a
112.89
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:56
53a
162.12
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:41
54a
163.54
Crack Multiple, from 05 to 09 o´clock, within 8 inch: YES
00:05:04
55a
164.76
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:23
56a
220.09
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:13
57a
221.52
Crack Circumferential, from 12 to 03 o´clock, within 8 inch: YES
00:06:35
58a
222.74
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:59
59a
271.96
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:46
60a
273.49
Fracture Multiple, from 03 to 08 o´clock, within 8 inch: YES
00:08:24
61a
279.18
Materials Found-VCP
00:08:39
279.18
End of Segment
00:08:48
S3
S1
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
8
4
12
2.67
2
2.4
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060308
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
476
PSR:
77775
Total Pipe Length:
391
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
123RD ST
Flow Control:
Start MH:
1538-0122
City:
ZLAS
Year Renewed
End MH:
1538-0123
pipe length:
357.6 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0122/1538-0123/1538
Tape/Media #:
18
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:800
1538-0122
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:24
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:35
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:42
M2
2.24
Crack Spiral, from 07 to 06 o´clock, within 8 inch: NO
00:01:12
752a
S2
6.31
Fracture Multiple, from 04 to 11 o´clock, within 8 inch: YES
00:01:48
753a
S4
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 40%
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 40%
00:03:16
754a
00:03:44
755a
144.73
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:24
756a
150.32
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:44
757a
194.87
Roots Medium Joint, from 09 to 03 o´clock, 15 %, within 8 inch: YES
00:05:40
758a
196.29
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:01
759a
203.51
Roots Medium Joint, from 01 to 05 o´clock, 15 %, within 8 inch: YES
00:06:31
760a
214.19
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:51
761a
230.06
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
00:07:31
762a
262.71
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:07
763a
268.40
00:08:33
764a
307.86
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 40%
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:13
765a
313.56
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:35
766a
357.60
Slight Circular Cracks Throughout Reach 10%
00:10:20
S1
357.60
Slight Longitudinal Cracks Throughout Reach 10%
00:10:30
S2
357.60
Materials Found-VCP
00:10:38
357.60
End of Segment
00:10:48
103.13
105.27
1538-0123
observation
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
12
4
16
2.4
2
2.29
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060217
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
T.DIAZ
section number:
381
PSR:
73822
Total Pipe Length:
322
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
MANSEL AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0158/1591-0160/1591
Tape/Media #:
4
Start MH:
1591-0158
End MH:
1591-0160
pipe length:
356.99 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:875
1591-0158
1591-0160
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
M2
9.46
00:01:27
791a
11.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS 20%
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:00
792a
25.83
Crack Longitudinal, at 08 o´clock, within 8 inch: YES
00:01:59
802a
S2
25.83
Crack Longitudinal, at 04 o´clock, within 8 inch: YES
00:02:16
803a
S2
42.72
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:36
793a
45.36
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:10
794a
71.50
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:05:18
795a
S3
87.06
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES
00:06:58
796a
S4
87.26
Fracture Circumferential, from 10 to 05 o´clock, within 8 inch: YES
00:08:04
797a
S2
88.79
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:36
798a
93.98
Tap Factory Made Active, at 10 o´clock, 5", within 8 inch: NO
00:09:12
799a
124.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:14
800a
155.61
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:11:38
801a
157.85
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:04
804a
201.07
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:53
805a
206.87
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:11
806a
246.84
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:01
807a
258.74
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:25
808a
356.99
Materials Found-VCP
00:10:09
356.99
End of Segment
00:10:30
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
13
4
17
2.6
2
2.43
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060409
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
258
PSR:
73565
Total Pipe Length:
277
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
140TH ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0103/1592-0104/1592
Tape/Media #:
57
Start MH:
1592-0103
End MH:
1592-0104
pipe length:
333.8 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:825
1592-0103
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
8.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:00:51
2419_4a
00:01:34
2419_5a
47.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:10
2419_6a
80.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:03
2419_7a
82.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:42
2419_8a
124.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:40
2419_9a
126.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:04
2419_10a
157.60
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:06:13
2419_11a
174.60
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:51
2419_12a
175.80
Fracture Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:07:19
2419_13a, b
177.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:53
2419_14a
222.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:01
2419_15a
227.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:27
2419_16a
261.80
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:10:32
2419_17a, b
263.60
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:10:59
2419_18a
269.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:59
2419_19a
283.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:10:59
2419_20a
301.60
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:10:59
2419_21a
333.80
Materials Found-VCP
00:10:59
333.80
End of Segment
00:10:59
29.50
1592-0104
observation
S4
S3
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
7
4
11
3.5
2
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
229
PSR:
73651
Total Pipe Length:
314
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
INGLEWOOD AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0058/1592-0069/1592
57
Start MH:
1592-0069
End MH:
1592-0058
pipe length:
315.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1592-0069
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 25 % of cross sectional area, from 04 to 08 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
52.20
1592-0058
observation
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
00:01:37
2390_4a
113.10
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:03:09
2390_5a
157.90
Crack Multiple, from 09 to 11 o´clock, within 8 inch: YES
00:04:36
2390_6a
158.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:00
2390_7a
173.10
Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:05:50
2390_8a, b
195.70
00:06:47
2390_9a
204.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO, Remark: DEBRIS
00:07:33
2390_10a, b
237.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:47
2390_11a
289.80
00:10:21
2390_12a
315.70
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
General Observation GREASE THROUGHOUT REACH 90%
315.70
General Observation CRACKS THOURGHOUT REACH 20%
00:11:42
315.70
Materials Found-VCP
00:11:52
315.70
End of Segment
00:12:07
S3
S4
00:11:16
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
7
4
11
3.5
2
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
200
PSR:
73746
Total Pipe Length:
310
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
City:
ZLAS
Flow Control:
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0027/1592-0028/1592
61
Start MH:
1592-0028
End MH:
1592-0027
pipe length:
210.7 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:525
1592-0028
1592-0027
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:02:34
0.00
Fracture Multiple, from 07 to 09 o´clock, within 8 inch: YES
00:01:34
2361_4a
S4
11.20
Crack Multiple, from 08 to 01 o´clock, within 8 inch: YES
00:02:52
2361_5a
S3
58.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:33
2361_6a
106.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
00:06:05
2361_7a
155.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:56
2361_8a
203.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:40
2361_9a
210.70
Materials Found-VCP
00:10:28
210.70
End of Segment
00:10:49
M2
M2
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
7
4
11
3.5
2
2.75
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060405
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
106
PSR:
73764
Total Pipe Length:
266
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
TRURO AV
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0252/1591-0253/1591
Tape/Media #:
48
Start MH:
1591-0252
End MH:
1591-0253
pipe length:
281.42 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:700
1591-0252
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:32
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:43
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:53
M2
33.97
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:34
419a
33.97
Crack Longitudinal, at 03 o´clock, within 8 inch: YES
00:01:58
420a
S2
33.97
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
00:02:12
421a
S2
36.51
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:29
422a
70.48
Crack Circumferential, from 03 to 05 o´clock, within 8 inch: YES
00:03:08
423a
S1
78.82
Crack Circumferential, from 08 to 10 o´clock, within 8 inch: YES
00:03:31
424a
S1
79.84
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:53
425a
86.35
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:15
426a
117.27
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:04:54
427a
127.13
Fracture Multiple, from 07 to 04 o´clock, within 8 inch: YES
00:05:33
428a
160.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:11
429a
163.24
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:28
430a
174.53
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
00:07:10
431a
181.04
Crack Longitudinal, at 11 o´clock, within 8 inch: YES
00:07:31
432a
S2
217.65
Crack Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:08:26
433a
S3
229.96
Crack Circumferential, from 02 to 05 o´clock, within 8 inch: YES
00:08:53
434a
S1
246.13
Crack Circumferential, from 08 to 12 o´clock, within 8 inch: YES
00:09:21
435a
S1
281.42
Slight Circular Cracks Throughout Reach 20%
00:10:03
S1
281.42
Slight Longitudinal Cracks Throughout Reach 15%
00:10:11
S2
281.42
Materials Found-VCP
00:10:19
281.42
End of Segment
00:10:29
S4
1591-0253
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
20
4
24
1.82
2
1.85
Y0TV0506B_v7.mdb // page: 7
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060404
P.O.#:
Y0TV0506B
Weather:
3 Light rain
Surveyed By:
J.ALEJOS
section number:
74
PSR:
73573
Total Pipe Length:
281
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
142ND ST
City:
ZLAS
Flow Control:
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0112/1592-0113/1592
Tape/Media #:
46
Start MH:
1592-0112
End MH:
1592-0113
pipe length:
307.25 ft
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1592-0112
1592-0113
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:23
0.00
Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:34
M2
0.00
Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:41
M2
13.12
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:01
327a
36.92
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:29
329a
39.56
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:45
328a
94.18
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:40
330a
96.52
00:03:05
331a
132.93
Tap Factory Made Defective, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:46
332a
156.93
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:15
333a
174.73
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:39
334a
185.51
Fracture Multiple, from 06 to 09 o´clock, within 8 inch: YES
00:05:14
335a
189.68
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:35
336a
219.79
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:10
337a
231.58
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:06:35
338a
255.49
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:06
339a
276.44
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:33
340a
281.22
Crack Multiple, from 06 to 09 o´clock, within 8 inch: YES
00:07:59
341a
300.34
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:25
342a
301.76
Fracture Circumferential, from 12 to 12 o´clock, within 8 inch: YES
00:08:55
343a
307.25
Slight Circular Cracks Throughout Reach 10%
00:09:11
307.25
Materials Found-VCP
00:09:18
307.25
End of Segment
00:09:30
M2
S4
S3
S2
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2300
10
6
16
2.5
2
2.29
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060314
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
530
PSR:
84782
Total Pipe Length:
366
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1537
Street:
121ST ST
Flow Control:
Start MH:
1537-0060
City:
ZLAS
Year Renewed
End MH:
1591-0056
pipe length:
340 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0056/1591-0060/1537
Tape/Media #:
25
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:775
1537-0060
1591-0056
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
00:00:25
0.00
Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
00:00:35
M2
0.00
Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
00:00:44
M2
20.85
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:01:04
204a
29.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:23
205a
75.47
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:07
206a
78.31
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:28
207a
127.03
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:03:22
208a
132.73
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:40
209a
177.17
Fracture Multiple, from 07 to 10 o´clock, within 8 inch: YES
00:04:40
210a
178.39
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:57
211a
184.29
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:15
212a
233.11
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:59
213a
257.52
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:36
214a
284.78
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:07:16
215a
336.55
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:21
216a
340.00
Materials Found-VCP
00:08:38
340.00
End of Segment
00:08:47
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060413
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
304
PSR:
73792
Total Pipe Length:
272
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
LENNOX BL
Flow Control:
Start MH:
1591-0290
City:
ZLAS
Year Renewed
End MH:
1591-0289
pipe length:
213.7 ft
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0289/1591-0290/1591
65
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:500
1591-0290
1591-0289
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
13.00
Fracture Multiple, from 10 to 06 o´clock, within 8 inch: YES
00:01:22
2465_4a, b
39.10
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:02:21
2465_5a
87.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:33
2465_6a
120.70
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:04:28
2465_7a
155.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:29
2465_8a
206.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:46
2465_9a
213.70
Materials Found-VCP
00:07:15
213.70
End of Segment
00:07:28
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060418
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
303
PSR:
73784
Total Pipe Length:
203
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
DALEROSE AV
Flow Control:
Start MH:
1591-0278
City:
ZLAS
Year Renewed
End MH:
1591-0279
pipe length:
278.5 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0278/1591-0279/1591
Tape/Media #:
71
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1591-0278
position
observation
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 of cross sectional area, from 05 to 07 o´clock
M2
21.80
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:02:28
2464_5a
24.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:49
2464_6a
66.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
ROOTS
Broken, from 12 to 12 o´clock, within 8 inch: YES
00:03:53
2464_7a
00:04:32
2464_8a, b
00:05:18
2464_9a
107.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:18
2464_10a
110.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:06:39
2464_11a
146.80
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:07:35
2464_12a
149.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:57
2464_13a
176.50
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO, Remark: OFFSET
00:08:54
2464_14a
191.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:09:27
2464_15a
193.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:48
2464_16a
229.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:41
2464_17a
232.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:03
2464_18a
Roots Medium Joint, at 05 o´clock, 10 %, within 8 inch: YES, start
00:12:13
2464_19a
278.50
Roots Medium Joint, at 05 o´clock, 10 %, within 8 inch: YES, end
00:14:10
2464_20a
278.50
Materials Found-VCP
00:14:24
278.50
End of Segment
00:14:44
68.20
69.40
264.80
1591-0279
MPEG
S1
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060405
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
283
PSR:
73874
Total Pipe Length:
324
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
112TH ST
Flow Control:
Start MH:
1591-0232
City:
ZLAS
Year Renewed
End MH:
1591-0231
pipe length:
336.2 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0231/1591-0232/1591
Tape/Media #:
51
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1591-0232
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 0 of cross sectional area
M2
11.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:31
2444_4a
35.10
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:15
2444_5a
39.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:50
2444_6a
75.20
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:51
2444_7a
00:04:21
2444_8a
116.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:14
2444_9a
123.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:46
2444_10a
134.00
Fracture Multiple, from 11 to 12 o´clock, within 8 inch: YES
00:06:21
2444_11a
159.30
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:07:13
2444_12a
191.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:08:04
2444_13a
197.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:32
2444_14a
206.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:05
2444_15a
218.50
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO, Remark: DEBRIS
00:10:01
2444_16a
244.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:10:54
2444_17a
247.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:22
2444_18a
276.90
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:12:16
2444_19a
318.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:13:22
2444_20a
321.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:13:50
2444_21a
326.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:14:25
2444_22a
329.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:14:54
2444_23a
336.20
Materials Found-VCP
00:15:23
336.20
End of Segment
00:15:36
84.00
1591-0231
observation
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060425
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
232
PSR:
78046
Total Pipe Length:
104
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1536
Street:
LA CIENEGA BL
Flow Control:
Start MH:
1536-0016
City:
ZLAS
Year Renewed
End MH:
1537-0063
pipe length:
105.7 ft
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0063/1537-0016/1536
77
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:250
1536-0016
1537-0063
position
observation
MPEG
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 04 to 08 o´clock
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
photo
grade
00:01:15
M2
M2
102.30
Fracture Multiple, from 08 to 03 o´clock, within 8 inch: YES
00:04:49
105.70
Materials Found-VCP
00:05:48
105.70
End of Segment
00:06:09
2393_4a, b
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
203
PSR:
84792
Total Pipe Length:
152
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
EL SEGUNDO BL
Flow Control:
Start MH:
1538-0082
City:
ZLAS
Year Renewed
End MH:
1592-0028
pipe length:
179.1 ft
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0028/1592-0082/1538
61
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:400
1538-0082
1592-0028
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 50 % of cross sectional area, from 03 to 09 o´clock
M3
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
35.20
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
CRACK
00:01:11
2364_4a, b
84.10
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: NO
00:02:24
2364_5a
132.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:34
2364_6a
146.10
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
00:04:30
2364_7a, b
147.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:14
2364_8a
179.10
Materials Found-VCP
00:06:04
179.10
End of Segment
00:06:20
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
3121
4
5
9
4
2.5
3
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060412
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
202
PSR:
73747
Total Pipe Length:
33
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
EL SEGUNDO BL
Flow Control:
Start MH:
1592-0028
City:
ZLAS
Year Renewed
End MH:
1592-0029
pipe length:
36.7 ft
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0028/1592-0029/1592
61
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:100
1592-0028
1592-0029
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
4.00
Deposits Attached Grease, 5 % of cross sectional area, from 05 to 06
o´clock, within 8 inch: YES
00:00:47
2363_4a
M2
19.40
Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
00:02:10
2363_5a, b
S4
36.70
Materials Found-VCP
00:03:04
36.70
End of Segment
00:03:18
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2300
4
6
10
4
2
2.5
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060403
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
179
PSR:
77878
Total Pipe Length:
176
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
139TH ST
Flow Control:
Start MH:
1538-0020
City:
ZLAS
Year Renewed
End MH:
1538-0021
pipe length:
278.5 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0020/1538-0021/1538
Tape/Media #:
47
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:625
1538-0020
1538-0021
position
observation
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 0 of cross sectional area
M2
0.00
Water Level, 0 % of cross sectional area
M2
34.30
Fracture Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:02:03
2340_4a, b
S4
56.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:45
2340_5a
68.10
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:03:22
2340_6a
101.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:23
2340_7a
131.60
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
00:05:33
2340_8a
151.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:06:17
2340_9a
175.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:07:09
2340_10a
198.80
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:07:57
2340_11a
201.20
00:08:55
2340_12a, b
220.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
FRACTURE
Roots Tap Joint, at 02 o´clock, 5 %, within 8 inch: NO
00:09:42
2340_13a
226.70
Roots Tap Joint, at 11 o´clock, 5 %, within 8 inch: YES
00:10:26
2340_14a
246.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:11:27
2340_15a
251.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:02
2340_16a
260.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:12:42
2340_17a
278.50
Materials Found-VCP
00:13:22
278.50
End of Segment
00:13:35
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060410
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
171
PSR:
73730
Total Pipe Length:
351
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1592
Street:
130TH ST
Flow Control:
Start MH:
1592-0035
City:
ZLAS
Year Renewed
End MH:
1592-0017
pipe length:
311.4 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0017/1592-0035/1592
Tape/Media #:
59
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:700
1592-0035
position
MPEG
photo
grade
0.00
Upstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
18.80
00:00:58
2332_4a
00:02:01
2332_5a
60.80
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:10
2332_6a
69.40
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:10
2332_7a
72.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:10
2332_8a
108.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:02:10
2332_9a
113.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:10
2332_10a
149.00
Fracture Multiple, from 09 to 12 o´clock, within 8 inch: YES
00:02:10
2332_11a, b
150.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:10
2332_12a
152.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:10
2332_13a
223.50
Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: NO
00:03:47
2332_14a
235.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:20
2332_15a
311.40
Materials Found-VCP
00:06:42
311.40
End of Segment
00:06:58
55.10
1592-0017
observation
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060413
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
122
PSR:
74069
Total Pipe Length:
355
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
BURL AV
Flow Control:
Start MH:
1591-0319
City:
ZLAS
Year Renewed
End MH:
1590-0037
pipe length:
299.42 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0319/1591-0037/1590
Tape/Media #:
58
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:675
1591-0319
1590-0037
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:28
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
00:00:44
M2
0.00
Water Mark, 15 % of cross sectional area, from 05 to 07 o´clock
00:00:54
M2
55.12
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO, Remark: ROOTS
100%
00:02:26
1162a
77.91
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:04:05
1163a
80.55
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:04:20
1164a
105.37
Tap Break-In Active, at 03 o´clock, 6", within 8 inch: YES
00:04:59
1165a
106.18
Hole, from 02 to 04 o´clock, within 8 inch: YES
00:05:02
1166a
126.42
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:02
1167a
132.01
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:02
1168a
156.22
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:02
1169a
158.76
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:02
1170a
198.63
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:02
1171a
201.17
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:02
1172a
244.09
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:02
1173a
247.04
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:02
1174a
283.35
Tap Break-In Active, at 01 o´clock, 6", within 8 inch: NO
00:05:02
1175a
289.35
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:05:02
1176a
292.30
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
00:05:02
1177a
299.42
Materials Found-VCP
00:05:02
299.42
End of Segment
00:05:02
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060420
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J.ALEJOS
section number:
98
PSR:
73860
Total Pipe Length:
335
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1591
Street:
INGLEWOOD AV
Flow Control:
Start MH:
1591-0214
City:
ZLAS
Year Renewed
End MH:
1591-0213
pipe length:
326.37 ft
Location Code: F Sidewalk
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0213/1591-0214/1591
68
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1591-0214
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
00:00:24
0.00
Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
00:00:35
M2
0.00
Water Mark, 20 % of cross sectional area, from 04 to 08 o´clock
00:00:46
M2
17.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:01:42
1712a
41.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:02:53
1713a
81.06
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
00:04:39
1714a
87.87
Broken, from 11 to 01 o´clock, within 8 inch: YES
00:05:24
1715a, b
S4
00:07:34
1716a
M3
00:07:54
1717a
165.48
Deposits Attached Grease, 15 % of cross sectional area, from 08 to 09
o´clock, within 8 inch: YES
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:08:35
1718a
208.09
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
00:09:56
1719a
210.73
Deposits Attached Grease, 10 % of cross sectional area, from 11 to 01
o´clock, within 8 inch: YES
Deposits Attached Grease, 15 % of cross sectional area, from 10 to 02
o´clock, within 8 inch: YES
Deposits Attached Grease, 15 % of cross sectional area, from 10 to 02
o´clock, within 8 inch: NO
00:10:24
1720a
M2
00:11:06
1721a
M3
00:11:25
1722a
M3
326.37
Light Grease Throughout Reach 40%
00:14:43
326.37
Materials Found-VCP
00:14:50
326.37
End of Segment
00:14:59
149.81
150.63
224.57
230.77
M2
1591-0213
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
3324
4
17
21
4
2.43
2.63
Y0TV0506B_v7.mdb // page: 1
Los Angeles County Department of Public Works
1000 S. Fremont Avenue, Building A9-E, 4th Floor
Alhambra, CA 91803
Tel: (626) 300-3374, Fax: (626) 300-3365
Inspection report
Date:
20060330
P.O.#:
Y0TV0506B
Weather:
1 Dry
Surveyed By:
J. NGO
section number:
740
PSR:
84785
Total Pipe Length:
353
Survey Customer:
LACDPW
System Owner:
ZLAS
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
1538
Street:
137TH ST
Flow Control:
Start MH:
1538-0038
City:
ZLAS
Year Renewed
End MH:
1592-0006
pipe length:
326.2 ft
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
Drain. Area:
0006/1592-0038/1538
Tape/Media #:
1
Dia/Height:
C Circular 8/8
Material:
VCP Vitrified Clay Pipe Pipe Length:
Lining Method:
Category:
Remark::
1:750
1538-0038
position
observation
MPEG
photo
grade
0.00
Downstream Manhole, Survey Begins
0.00
Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
M2
0.00
Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
M2
9.30
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2958_4a
45.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_5a
47.50
2958_6a
59.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
91.90
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_8a
2958_9a
105.80
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
DEBRIS
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_10a
138.40
Crack Circumferential, from 03 to 06 o´clock, within 8 inch: YES
2958_11a
138.90
2958_12a
139.70
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
OFFSET/FRACTURE
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
147.50
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_14a
177.00
2958_15a
183.00
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:
GREASE
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
221.50
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2958_17a
224.00
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_18a
259.70
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_19a
265.40
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2958_20a
307.20
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
2958_21a
318.90
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2958_22a
326.20
Materials Found-VCP
326.20
End of Segment
103.60
2958_7a
S1
2958_13a
S4
2958_16a
1592-0006
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4111
2200
5
4
9
2.5
2
2.25
Y0TV0506B_v7.mdb // page: 1
ENCLOSURE 5:
CCTV Sewer Inspection
Project Schedule
Unincorporated South Yard
FISCAL YEAR
CCTV PROJECT SCHEDULE
PROJECT NAME
LENGTH (FT)
2005-2006
Y0TV0506B
193,883
COMPLETED
2006-2007
Y0TV0607A
123,540
IN PROGRESS
2007-2008
Y0TV0708G
359,110
IN PROGRESS
2008-2009
Y0TV0809D
116,855
IN PROGRESS
2009-2010
Y0TV0910A
139,245
2009-2010
Y0TV0910D
300,619
2010-2011
278,232
2011-2012
92,152
2012-2013
306,486
2012-2013
106,189
2012-2013
3,779
2013-2014
26,580
2014-2015
69,265
TOTAL (FT): 2,115,935
TOTAL (MILES)
401
STATUS