COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS

COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS
“To Enrich Lives Through Effective and Caring Service”
GAIL FARBER, Director
900 SOUTH FREMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
IN REPLY PLEASE
July 24, 2013
REFER TO FILE:
SM-1
Mr. Noe Negrete
Director of Public Works
City of Santa Fe Springs
11710 Telegraph Road
Santa Fe Springs, CA 90670
Attention Mr. Robert Garcia
Dear Mr. Negrete:
CONSOLIDATED SEWER MAINTENANCE DISTRICT
CONDITION ASSESSMENT PROGRAM REPORT
PROJECT Y0TV0910B
This letter is to inform you that as part of the Sewer Condition Assessment Program, the
County of Los Angeles Department of Public Works Consolidated Sewer Maintenance
District has completed the closed-circuit television inspection of 126,704 feet or
29.7 percent of the City of Santa Fe Springs’s sewer system.
The enclosed report outlines the structural and maintenance ratings of your system
based on the Pipeline Assessment and Certification Program’s (PACP Version 6.0.1)
rating methodology. Included in the report are the following:

Condition Assessment Report

Project Overview Map (Enclosure 1)

Quick Maintenance Rating Report Priority List and Quick Maintenance Rating
Map (Enclosure 2)

High Water Levels List and Map (Enclosure 2)

Infiltration List and Map (Enclosure 2)

Quick Structural Rating Report Priority List, Quick Structural Rating Map, and
Lining and Point Repair Projects Map (Enclosure 3)
Mr. Noe Negrete
July 24, 2013
Page 2
The Condition Assessment Report provides details regarding the maintenance and
structural condition of your City's sewer mainlines. This information should be
included in your agency's Sewer System Management Plan as a reference in
Chapter 8.0 System Evaluation and Capacity Assurance Plan. The segments wifih
critical maintenance issues have been cleaned and, where appropriate, incorporated
into our enhanced maintenance schedule. In addition, the segments with severe
structural defects have either been repaired or will be scheduled for repair as part of our
ongoing Accumulative Capital Outlay Program.
If you have any questions regarding this report or the Condition Assessment Program,
please contact Mr. Robert Swarfiz, Sewer Maintenance Division, at (626) 300-3367,
Monday through Friday, 8 a.m. to 4 p.m., or [email protected].
Very truly yours,
GAIL FARBER
Director of Public Works
RAJESH PATEL
Assistant Deputy Director
Sewer Maintenance Division
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SPINDLE
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME:
PROJECT DATE:
SUP. DISTRICT(s):
Report By:
Y0TV0910B
05/05/2010
1
Hanna Kebede
PROJECT MGR:
CONTACT NO:
MAP PAGE(S):
Report Date:
Kari Eskridge
((626) 300-3390
2079, 2080,2081,2131
05/06/2013
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles
Department of Public Works Consolidated Sewer Maintenance District (District) has
completed the closed-circuit television (CCTV) inspection of 126,704 feet or
29.7 percent of the City of Santa Fe Springs’s (City) sewer system as part of this
condition assessment report.
To date, the District has completed the CCTV inspection of 340,247 feet or 79.7 percent
of the City’s sewer system. In addition to this report, one previous condition
assessment report dated April 14, 2009 has been provided to your City for your
information. A copy of this report can also be found at the District’s website at
http://dpw.lacounty.gov/smd/cctv/city/. The remaining 20.3 percent of the City’s sewer
system is part of a future CCTV inspection project to be performed in Fiscal Year 20132014. A report of the condition of these sewers shall be generated within 12 months
from the completion of this project.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment and
Certification Program (PACP Version 6.0.1) Quick Rating methodology to rank the
structural and maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project No. Y0TV0910B included sewer lines located in the unincorporated County of
Los Angeles and the Cities of South El Monte, Cudahy, Pico Rivera and Santa Fe
Springs. Enclosed for your reference is an overview map of the project area within your
City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for
each pipe segment for either maintenance or structural defects. A grade of 1 indicates
that a pipe segment is in excellent condition with minor defects while a grade of
5 indicates that a pipe segment may require immediate attention. A detailed breakdown
of the five possible defect grades is as follows:
Page 1 of 4
Grade Defect Grade Description
1:
MINOR
2:
MINOR TO MODERATE
3:
MODERATE
4:
SIGNIFICANT
5:
MOST SIGNIFICANT
MAINTENANCE REPORT
Our inspection revealed that approximately 92.1 percent of the system televised was
free of blockages or restrictions that would impede sewer flows. However, the
remaining 7.9 percent of the inspected pipe segments within the City had a
PACP maintenance grade of 3, 4, or 5 as indicated in the Quick Maintenance Rating
Table shown below. These segments have been incorporated into our enhanced
cleaning schedule with corrective action taken as noted on the Quick Maintenance
Rating Report Priority List (Enclosure 2).
In addition, a color-coded map showing the quick maintenance rating for each pipe
segment is provided in Enclosure 2.
QUICK MAINTENANCE RATING TABLE
DEFECT
GRADE
1: Minor
2: Minor to Moderate
3: Moderate
4: Significant
5: Most Significant
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
0.2
91.9
3.5
3.1
1.3
100.0
1
476
17
19
7
520
284
116,483
4,369
3,970
1,598
126,704
Lateral Notices
Also included on the Quick Maintenance Rating Report Priority List are deficiencies
discovered inside lateral connections to the mainline. The District does not maintain
lateral lines. It is the responsibility of the property owner to maintain their respective
lateral lines to facilitate the flow of wastewater from their property to the mainline. For
this project, two notices will be sent to property owners in your City notifying them of the
maintenance issues discovered in their lateral. A sample lateral notice letter is provided
in Enclosure 2 for your reference.
Page 2 of 4
High Water Levels
Our inspection revealed that approximately 95.7 percent of the system televised has
adequate capacity. Approximately 4.3 percent of the segments inspected exhibited
deficiencies associated with high water levels. Capacity of the sewer pipe can be
determined by analyzing several PACP codes, including Water Level, Water Mark, and
miscellaneous remarks, which have indicated camera underwater or there were sags in
the line. A sewer pipe can be considered at capacity when 50 percent of the diameter
of sewer pipe is full of water. However, there are particular conditions in which the
water level or water mark has reached 50 percent or greater due to heavy flows in
adjoining pipes, a temporary stoppage due to debris in the sewer lines, or a sag in the
line. Therefore, additional review of the pipe segments with such high water level
concerns was conducted to determine capacity issues, if any. All sewer pipes where
Water Level, Water Mark, and miscellaneous remarks of camera underwater or sags in
the line are at or above 50 percent capacity, have been listed and analyzed on the High
Water Level table in Enclosure 2. The nature of these high water level conditions is
also summarized on this table.
A map showing the sewer lines with high water levels is provided in Enclosure 2.
Infiltration
Our inspection revealed that infiltration was not detected in any pipe segment in your
City’s system.
STRUCTURAL REPORT
Our inspection revealed that approximately 95.5 percent of the inspected pipe segments
within the City were free of severe structural defects. However, the remaining 4.5
percent of the inspected pipe segments had a PACP structural grade of 4 and 5 as
indicated in the Quick Structural Rating Table shown below. These segments have
been placed on a priority list based on the severity and the need for action. For items 1
through 25 in the Quick Structural Rating Report Priority List (Enclosure 3), which
require a corrective action, the proposed repair or replacement will be scheduled in the
next 24 months as part of the ongoing Accumulative Capital Outlay Project. A colorcoded map showing the Quick Structural Rating for each pipe segment is located in
Enclosure 3. Copies of the actual inspection report for these 25 segments are included
in Enclosure 4. A map showing the sewer lines which need lining and point repair is also
provided in Enclosure 3.
Page 3 of 4
QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE
1: Minor
2: Minor to Moderate
3: Moderate
4: Significant
5: Most Significant
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
79.5
8.4
7.6
3.0
1.5
100.0
419
40
36
17
8
520
100,795
10,612
9,581
3,835
1,881
126,704
FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future closed-circuit
television (CCTV) inspection of the remaining sewer lines within the City of Santa Fe
Springs according to the following schedule:
PROJECT
NAME
LENGTH
(FT)
PERCENTAGE
OF SYSTEM
2007-2008
Y0TV0708B
46,710
11.0
COMPLETED
2009-2010
Y0TV0910B
126,704
29.7
COMPLETED
2010-2011
Y0TV1011B
166,205
39.0
IN PROGRESS
2011-2012
Y0TV1314B
86,901
20.3
FUTURE
426,520
100.0
FISCAL YEAR
TOTAL
Page 4 of 4
STATUS
ENCLOSURE 1:
Project Overview Map
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Y0TV0910B
SMD Operations Maps
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.
April 2013
4,000
ENCLOSURE 2:
 Quick Maintenance Rating Report
Priority List
 Quick Maintenance Rating Map
 High Water Levels List and Map
 Sample Lateral Notice Letter
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF SANTA FE SPRINGS (Y0TV0910B)
as of 05/05/2010
ITEM NO.
QMR
START MH
END MH
STREET
OBSERVATION
CORRECTIVE ACTION TAKEN
1
5141
2080-0149
2080-0148
IMPERIAL HWY
Tap Break-In
Hydrojet
01/10/2013
2
5121
2079-0093
2079-0094
LOCKPORT PL
Deposits
Hydrojet
01/09/2013
3
5121
2079-0100
2079-0105
BLOOMFIELD AV
Water mark (60%)
No action needed.
N/A
4
5100
2081-0050
2081-0133
SHOEMAKER AV
Water mark (100%)
No action needed.
N/A
5
5100
2081-0051
2081-CITY
SHOEMAKER AV
Water mark (100%)
No action needed.
N/A
6
5100
2081-0091
2081-0092
MARQUARDT AV
Water Mark 85%
No action needed.
N/A
7
5100
2081-0093
2081-0092
MARQUARDT AVE
Water Mark 85%
No action needed.
N/A
8
4A21
2081-0049
2081-0050
SHOEMAKER AV
High water level (sag)
Hydrojet
10/05/2012
9
4200
2080-0155
2080-0154
SHOEMAKER AV
Camera underwater
Hydrojet
10/05/2012
10
4132
2079-0120
2079-0121
GREENSTONE AV
Roots Connection
Rodder
10/05/2012
11
4131
2079-0118
2079-0119
GREENSTONE AV
Roots Lateral
Lateral notice will be sent to property owner.
N/A
12
4131
2079-0158
2079-0159
MEYER RD
Roots Lateral
Lateral notice will be sent to property owner.
N/A
13
4131
2081-0038
2081-0040
ALONDRA BV
Camera underwater
Hydrojet
10/05/2012
14
4131
2081-0134
2081-0247
EASEMENT
High water level (sag)
Hydrojet
10/05/2012
15
4121
2080-0013
2080-0014
IMPERIAL HWY
Roots Connection
Rodder
01/10/2013
16
4121
2081-0113
2081-0118
SPRING AV
Camera underwater
Hydrojet
10/05/2012
17
4121
2131-0068
2131-0072
VALLEY VIEW AV
Alignment (left): 45 %
No action needed.
N/A
18
4121
2081-0129
2081-0130
EASEMENT
Alignment (down): 45 %
No action needed.
N/A
19
4121
2081-0008
2081-TRNK
SHOEMAKER AV
Alignment (left): 90%
No action needed.
N/A
20
4121
2080-0011
2080-0012
IMPERIAL HWY
Alignment (up): 30%
No action needed.
N/A
21
4121
2080-0154
2080-0155
SHOEMAKER AV
Camera Underwater
Hydroed Lt. grinds.
10/05/2012
22
4121
2080-0213
2080-TRNK
CAMBRIDGE ST
Alignment (left): 45 %
No action needed.
N/A
23
4100
2081-0118
2081-0119
EXCELSIOR DR
Water mark (60%)
No action needed.
N/A
24
4100
2081-0094
2081-0096
MARQUARDT AV
Water mark (60%)
No action needed.
N/A
25
4100
2081-0094A
2081-0094
MARQUARDT AVE
Water mark (60%)
No action needed.
N/A
26
4100
2081-0094
2081-0093
MARQUARDT AVE
Water mark (60%)
No action needed.
N/A
1 of 2
COMPLETED DATE
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF SANTA FE SPRINGS (Y0TV0910B)
as of 05/05/2010
ITEM NO.
QMR
START MH
END MH
STREET
OBSERVATION
CORRECTIVE ACTION TAKEN
27
3221
2081-0122
2081-0123
EXCELSIOR DR
Roots
Rodder
10/05/2012
28
3122
2079-0641
2079-0640
PATTERSON PL
Obstacles
Hydrojet
10/05/2012
29
3122
2131-0035
2131-0036
GANNET ST
Tap Break-In
Hydrojet
10/05/2012
30
3121
2079-0021
2079-0022
EASEMENT
Deposits
Hydrojet
01/09/2013
31
3121
2079-0123
2079-0124
GREENSTONE AV
Tap Break-In
Hydrojet
01/09/2013
32
3121
2080-0215
2080-0216
CAMBRIDGE ST
Roots Connection
Rodder
10/05/2012
33
3121
2080-0248
2080-0247
FIRESTONE BV
Tap Break-In
Hydrojet
10/05/2012
34
3121
2080-0254
2080-0279
EASEMENT
High water level (sag)
Hydrojet
10/05/2012
35
3121
2081-0037
2081-0036
ALONDRA BV
Deposits
Hydrojet
10/05/2012
36
3121
2081-0067
2081-0068
MOLETTE ST
High water level (sag)
Hydrojet
10/05/2012
37
3100
2081-0110
2081-PVT/
SPRING AV
Water Mark 45%
No action needed.
N/A
38
3100
2081-0112
2081-0113
SPRING AV
Water mark (50%)
No action needed.
N/A
39
3100
2081-0112
2081-0117
TALC ST
Water mark (50%)
No action needed.
N/A
40
3100
2081-0029
2081-0030
ALONDRA BV
Water mark (40%)
No action needed.
N/A
41
3100
2081-0090
2081-0091
MARQUARDT AV
Water mark (40%)
No action needed.
N/A
42
3100
2081-0090
2081-TRNK
MARQUARDT AV
Water mark (50%)
No action needed.
N/A
43
3100
2080-0147
2080-0152
ALONDRA BV
Water mark (40%)
No action needed.
N/A
2 of 2
COMPLETED DATE
(
!
(
!
96 95
(
!
105
(
!
NC
IRC
LE
(
!
(
!
124
106
107
(
!
108
123
122
93
94
(
!
(
!
(
!
(
!
(
!
576
(
!
713
(
!
(
!
714
88 (
! 87
(
!
86
(
!
(
!
125
126
129
(
!
SEVENTH ST
111
(
!
FIR ST
(
!
EIGHTH ST
(
!
(
!
112
579 580 581
114
(
!
(
!
RAINIER AV
M
EY
(
!
(
!
(
!
MIC
HEL
L
EC
IR
117
116
115
(
!
ER
594595 596
(!
!
(
(
!
593
RD
588
W
Y
AD
EL
LN
O
VI
CT
O
AB
I
RI
A
SK
O
AV
DR
INA
LA V
***
**
TR
UM
BA
L
L
ST
C-2129
TE
LE
GR
AP
H
Unincorporated
FENDALE AV
360
Legend
720
1,080
Feet
QMR
HO
NE
YS
UC
KL
E
1: MINOR
2: MINOR TO MODRATE
3: MODRATE
4: SIGNIFICANT
LN
5: MOST SIGNIFICANT
SMD Manholes
U
!
Other
(
!
Standard
Manhole Type
*
#
W
X
LUKAY ST
LUKAY ST
BEATY AV
!
?
P
Í
DROP
Shallow
Trap
Siphon
Pump Stations
Maintained by Others
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
(
!
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
UTICA ST
SUNSHINE AV
0
SMD Sanitary Sewers
RD
(
!
( 589592
!
( !
!
(591
525
(!
!
(
(
!
590
HURCHEL CT
C-2080
HERMES ST
S LOUIS AV
118
(
!
113
119
VIRGINIA AV
(
!
PAINTER AV
(
!
*****
LAUREL AV
(
!
SIXTH ST
110
BNSF RR
(
!
*****
(
!
FIDEL AV
Norwalk
120
458
*
****
(
!
(
!
VIRGINIA AV
(
!
121
(
!
198
*****
159
(
128!
158
(
!
(
!
109
199
577 575 574
578
LN
MARQUARDT AV
*****
(
!
GREENSTONE AV
CEDAR
(
!
(
!
(
!
(
!
91 90!
( 89
( !
(711
(
!
( !
!
92
TA
W
Y
97
(
!
DR
"
±
(
!
98
(
!
85
QUICK
MAINTENANCE
RATING
(QMR)
ST
A
LAKELAND RD
715
Santa Fe Springs
ST
EL
L
(
!
S SUNNYSIDE PL
FOREST PL
99
84
ER
AV
YL
E
Y0TV0910B
BI
(
!
(
!
(
!
(
!
LOCKPOR T PL
627
(!
!
(
100
39
(
!
626 630 631
(!
!
(629
(
!
(
!
(
!
SUNDANCE AV
83
32 33
(
!
C-2079
(
!
(
!
L
ST
S
(
!
(
!
LN
HOM
C
AR
N
QU
RA
I
AD
G
COTEAU DR
CREWE ST
LOMA D
R
Santa Fe Springs 632633
82
(
!
(
!
G
LE
NG
SUNNYB
ROOK LN
BR
EC
KE
NR
ID
GE
DR
(
!
! 81
(
(
!
CA
NT
RE
L
AV
LA
RE
IS
ST
AV
(
!
79 80
YL
E
EB
U
SH
(
!
(
!
(
!
466
AN
O
BL
(
!
!78
(
(
!
(
206 !
(
205 !
ENCE
FLOR
EN
G
CCTV PROJECT
BR
AM
38
571
(
!
573
77
47
(
!
207
(
!
! 253
(
(
!
S
634
25
42
(570
!
(
!
572
41
(
!
(40
!
45
(
((
!
!46!
250
DR
DR
EY
DR
(
!
43
(
!
209
(208
!
211 210
(
!
251
L
MI
GL
RAMSEY DR
24
212
(
!
(
!
(!
!
(44
(
!
RD
RA
MS
(
!
(
!
641
18 !
19
20 21
( !
(
22
(
!
(639 !
!
(
! (
(
!
(
!
2726
28
29
30
(!
!
(
(
(
!
(
!
34 !
31
(35
!
36
37!
(
635
(
!
75
(
!
76
CE
RE
CI
TA
ENCLOSURE 2
AV
R
HU
AV
LS
ST
TELECHRON AV
(
!
(
!
16 17
213
(
!
ALCLAD AV
23
(
!
(
!
15
74
L
BE
NT
ON
GR
OV
E
MITONY AV
14
(
!
13
(
!
**
INEZ AV
(
!
12
(
!
(
!
BA
L
SH
CR
ES
T
ST
ST
TELECHRON AV
(
!!
(
642
71
***
DR
ST
NEWGATE AV
(
!
636
59848
(
!
(
!
252
247
LELAND AV
563
(
!
(
!
(
!
(
!
565 564
70
N
TR
UM
NEWGATE AV
49
599
(
!
(
!
(
!
(
!
SANDOVAL ST
(
!
637
(
!
JO
YG
LE
EG
AN
CO
RN
I
SE
N
BE
NEWGATE AV
(
!
72
215
(
!
(
!
214
HASTINGS DR
73
69
CL
O
AL
L
ALCLAD AV
50
600
(
!
638
216
RE
IS
AV
(
!
ALCLAD AV
51
(
!
(
!
66
NN
GU
INEZ AV
(
!
601
(
!
(
!
ST
MINA AV
(
!
602
65
54
(
!
(
!
CARMENITA RD
(
!
603
53
!
(
(
!
LAUREL AV
SHOEMAKER AV
(
!
(
!
67
PAINTER AV
BLOOMFIELD AV
562
52
218219
( !
!
(
220
217
L
C-2128
AV
ST
(
!
(
!
(
!
221
(
!
582
NA
MI
TIC
(
!
64
(
!
(
!
BA
L
V
T
560 561
CLARK ST
(
!
(
!
(
!
(
!
224
SON A
PARKIN
AS
OL
AN
(
!
62 61 63
(
!
(
!
55
60
(
!
(
!
(
!
68 225
59
TR
UM
MINA ST
(
!
(
!
58
V
S
MY
57
223
( 222
!
A
TT
NE
LA
LEFF
E
INGW
D
LL R
SMD Operations Maps
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.
MAY 2013
1,440
(
!
239
252
244 245
!241 242 !
(
(243
!!
(
(251 (
!
!
(
!
(
!
(246
(!
!
(
IT
EX
0
12
LIGGETT ST
LIGGETT ST
DINARD AV
(
!
(
!
225
219
(
!
224
(
!
223
220 222 249
(
!
(
!
(
!
227
228
208
(
!
204 205
(
!
(
!
229
(!
!
(230!
(
231 233
(
!
(232
!
234
(
!
235
(
!
(
!
236
(
!
BONA VISTA LN
S SUNNYBROOK LN
LOMA DR
DILWORTH ST
206
(
!
237
(
!
200
LAKE FOREST WY
EY
DR
LARWIN RD
207
MARQUARDT AV
(
!
(
!
(
!
(
!
BEST AV
221282
ROSECRANS AV
LARWIN CIR
SHOEMAKER AV
BEN NEVIS AV
(
!
218
(
!
(
!
226
PONTLAVOY AV
S
GREENSTONE AV
MARYTON AV
CAULFIELD AV
ROPER AV
WILDER AV
MAYPORT AV
MAYPORT AV
(
!
213
(
!
199
207
ST
AG
E
R
AD
NS
MA
E
PLUM
(
!
(
!
DR
1: MINOR
3: MODRATE
4: SIGNIFICANT
5: MOST SIGNIFICANT
U
!
Other
(
!
Standard
Manhole Type
*
#
W
X
!
?
Shallow
Trap
Siphon
Pump Stations
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
(
!
BORA DR
DROP
Maintained by Others
LYNMARK ST
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
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.
208
235
(
!
RD
Feet
2: MINOR TO MODRATE
P
Í
NORBECK DR
VD
(
!
(
!
(
!
214
279 254 266
D DR
TRIA
BELFAIR ST
***
**
SA
N
SA
T
NT A A
N
A
AN A F
R
A
FR WY
W
Y
217
TOM WHITE WY
VD
(
!
(
!
215
(
!
209
DR
BL
I-5
UP 248
R!
(
R
MANSA DR
216
GRACEBEE AV
BECHARD AV
LANCELOT AV
STANSTEAD AV
DILWORTH ST
N
EX
IT
***
12
**
0B
BL
(
!
LARWIN RD
278
QMR
E DR
ESID
GLAD
K
EC
RB
NO
NE
I-5
FI
RE
ST
ON
E
Norwalk
HOBACK ST
211
(!
!
(210
1,080
SMD Manholes
MUROC ST
212
720
SMD Sanitary Sewers
La Mirada
FOSTER RD
EL MORO AV
(
!
360
Legend
BELCHER ST
ANSON AV
238
S PARISE DR
EY
DR
RA
MS
(
!
274
RAMSEY DR
273
RR
(
!
C-2130
"
±
(
!
272
0
PARISE DR
Santa Fe Springs
(
!
270
EL MORO AV
(
!
269
DUFFIELD AV
(
!
268
DUFFIELD AV
HAYDEN AV
BN
SF
(
!
267
RAMSEY DR
ST
BELCHER ST
(
!
AV
RO
SS
ARREY AV
BEN NEVIS AV
ER
(
!
ORDEN DR
257 255256
(
!
(
!
258
RAMSEY DR
MI
LL
PRISCILLA ST
(
!
259
MARQUARDT AV
(
!
275
ADOREE ST
RATLIFFE ST
RATLIFFE ST
(
!
REXTON ST
RAM
S
276
QUICK
MAINTENANCE
RATING
(QMR)
O
PARISE DR
(
!
Santa Fe Springs
LAKE GLEN DR
BONAVISTA LN
261
ADOREE ST
LAKE CREST DR
CLEARWOOD AV
(
!
MUROC ST
FI
RE
ST
O
DR
LAKE SIDE DR
(
!
(
!
Y0TV0910B
IMPERIAL HWY
*****
(!
!
(
277
CCTV PROJECT
DR
E BUSBY DR
BONA VISTA LN
165 166167
RAMHURST DR
AC
AN
AR
LAKE VIEW DR
ISELI RD
NAVAJO LN
(
!
173
(
!
PRISCILLA ST
ROPER AV
(
!
EDWARDS RD
263
262
CAULFIELD AV
BECHARD AV
WILDER AV
169
170
(
!
260
FOSTER RD
(
!
SUNNYBROOK LN
264
(
!
*****
168
(
!
LAKE PARK WY
(
!
171
EDWARDS RD
265
(
!
C-2080
LELAND AV
INEZ AV
S LOUIS AV
155
ADLER DR
MESQUITE LN
LARIAT LN
JOSHUA LN
HACIENDA DR
INDIAN LN
GERONIMO LN
TE
CEN
(
!
E LN
HID
RAW
IL LN
QUA
DR
CHO
RAN
CIVIC
(
!
R DR
IMPERIAL HWY
EDWARDS RD
*****
1718
! !
(
(
(154
!
WOODRIDGE AV
16
WOODRIDGE AV
153
(
!
(
!
WOODRIDGE AV
147
15
EL MORO AV
14
AV
13
(
( 148 (
!
! 152!
(
( !
!
(
!
E
!149
(
(
!
ENCLOSURE 2
E TEDFORD DR
DG
12
11
E BUSBY DR
DUFFIELD AV
(
!
I
DR
OO
(
!
(
!
(
!
PLACID DR
W
9
8
7
5 6
(
( !
!
146
ID DR
PLAC
S
(
!
PLACID DR
L AV
FIDE
4
(
!
SARANAC DR
A DR
RAMSEY DR
( !
!
(
C DR
ANA
SAR
KAY
REI
D
142145
(
!
CAL
US
C-2129
ES
RD
E LL
INGW
LEFF
S TELECH RON AV
(
!
ER
RD
S NEWGATE AV
(
!
143 141
Y AV
E HALE
Unincorporated
CARMENITA RD
(
!
144
140
LEFFINGWELL AV
3
(
!
(
!
137
AV
2
(
!
(
!
138
SHOEMAKER AV
BLOOMFIELD AV
FIR ST
(
!
139
NITA CT
1
C-2079
ME
Y
SUNSHINE AV
DR
GREENSTONE AV
(
!
115
EAU
COT
(
!
S DR
TING
HAS
(
!
(
!
L AV
(
!
114
116
E
LAUR
(
!
(
!
579 580 581
PA
INT
ER
(113
!
(
!
236
(
!
(
504 !
209
MAY 2013
1,440
CORNET AV
(
!
(
!
(
!
47
46 45
52
(
!
(
!
44
(
!
(
!
43
(
!
42
(
!
(
!
88
23
87
24
82
(
!
(
!
(
!
26
84
RR
(
!
(
!
85
34
(
!
35
(
!
27
(
!
33
!32
(
(
!
31
(
!
30
(
!
86
(
FR !
EE
W
29
AY
BACH WY
RUSTY FIG CIR
BANFIELD DR
JOAQUIN DR
DE ALCALA DR
***
*
61
(
!
SA
NT
A
AN
A
(
!
CERRITOS
CORPORAT
E DR
ELMONT AV
(
!
(
!
5: MOST SIGNIFICANT
SMD Manholes
Other
(
!
Standard
58
(
!
!
?
P
Í
(
!
71
(70
(!
!
FIR S
ES AN
TO TA
NE AN
BL A F
VD RW
65
(
!
67
FI
RE
ST
O
C-2132
Trap
Siphon
Pump Stations
Trunk Main Lines
NE
Y
73
(
!
Shallow
Trunk Lines:
66
!
(
(
!
68
( 72
!
(
!
ARBOR PL
DROP
Maintained by Others
Y
BENTLEY PL
U
!
Manhole Type
*
#
69
(
!
64
1: MINOR
4: SIGNIFICANT
W
X
57
63
Feet
2: MINOR TO MODRATE
(
!
56
ANTHONY DR
JOAQUIN LN
48
47
FR
W
(
!
QMR
566
49
(50
!
(
!
62
ALDERTON AV
DR
AN
ES
TE
B
ISELI RD
ANSON AV
SA
N
ANSON AV
60 *
(
!
(
!
1,290
3: MODRATE
(
!
RD
166TH ST
(
!
MARQUARDT AV
DISTRIBUTION WY
RANCHILL DR
59
860
SMD Sanitary Sewers
52
(
!
43 44
(
!
BLVD
ALONDRA
430
Legend
(
!
46
0
(
!
51
DR
28
(
!
DAMIAN ST
PINEGROVE LN
45
C-2131
(
!
131GANNET ST
(
!
(
!
42
La Mirada
12
(
!
90
MIDWAY ST
LANGFIELD AV
STOWERS AV
MOORE ST
BETTY PL
Cerritos
(
!
(
!
(
!
(
!
(
!
(
!
(
!
(
!
ALDERTON LN
VILLAGE DR
BAINBROOK AV
SHOEMAKER AV
COMMERCE WY
MANNING WY
MIDWAY PL
DAWN DR
93
36
35
(
!
41
40
95
91
(
!
(
!
94
(
!
25
83
(
!
36
(
!
34
92
(
!
(
!
39
40 38 37
33
(
!
(
!
(
!
11
(
!
96
(
!
(
!
(
!
(
!
32
(
!
(
!
(
!
41
RADBURN AV
MARQUARDT AV
(
!
O
(!
!
(
25
(
!
BONA VISTA AV
21
(
!
UP
56
(
!
(
!
AR
DO
DR
10 9
20
24 2322 !
( !
((
21
(!
!
(
!
31
98
119
QUICK
MAINTENANCE
RATING
(QMR)
(
!
(
!
(
!
FALLCREEK LN
SANDEE LN
(
!
89
57
(
!
48
19
58
(
!
30
39
(
!
99
SA
N
19
(
!
(
!
(
!
49
(
!
18
(
!
97
(
!
53
29
(
!
Santa Fe Springs
"
±
(
!
(
!
(
!
118
120
38
(
!
HERON AV
61
(
!
54
51
(!
(50
(!
!
133
(
!
17
(
!
CCTV PROJECT
Y0TV0910B
DR
BNSF RR
62
63
!
55 (
(
!
121
(
!
113
100
ST
***
**
64
(
!
122
(
!
BO
RA
TE
EL
IN
A
ENCLOSURE 2
SAN CRISTOBAL DR
VALLEY VIEW AV
65
(
!
20
( (22
127 !
(
!
129
80!
(
!
(130
60 !
( 81
!
(
!
(
!
(
!
131
(
!
132
(
!
59
ALEXANDER PL
BLACKBURN AV
(
!
(
!
128
(
!
ARTHUR ST
BLOOMFIELD AV
INDIAN CREEK RD
66
(
!
123
124
(
!
N
E
FIR XIT
1
ES
TO 19
18
NE
!
BL (
VD
79
(
!
Santa Fe Springs
(
!
(
!
(
!
(
!
28
101 (
!
(
!
ST
AG
BN E R
SF D
RR
WYN
BER
ASH CREEK RD
67
68
(
!
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
7069
(
(!
!
(
!
(
!
112
37
(
!
102
(
!
16
(
!
27
2
611 !
(
(
!
(
!
(
!
(
!
610 3
15
26
103
I-5
17
78
(
!
(
!
(
!
(
!
77
76
75
126 74
(
!
C-2081
OLAND ST
OAKCREEK LN
16
CARMENITA RD
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
LANCELOT AV
LANCELOT AV
BLOOMFIELD AV
DARTMOOR AV
Norwalk
73
117
(
!
104
1
FREEWAY DR
125
(
!
R
ARCTIC CI
HAYFORD ST
BEST AV
15
(
!
CHESHIRE ST
CHESHIRE ST
MARILLA AV
CLARESSA AV
***
**
111
14
(
!
AR
M
(
!
*****
14
110
(
!
(
!
(
(!
!
(72 !
(
!
(
!
209
504 !
(
236
(
!
13
108
!105
106 (
(
!
(
!
(
!
13
HIGHDALE ST
MOLETTE ST
114
(
!
(
!
(
!
71
(
!
116
EXCELSIOR DR
LEYVA ST
107
235
(
!
(
!
LV
D
(
!
(
!
(
!
PUMICE ST
(
!
201
(
!
109
202
203
(
!
(
!
(
!
(
!
SPRING AV
12
(
!
EXCELSIOR DR
200
SPRING AV
WHEATSTONE AV
(
!
(
!
EW AV
10
C-2130
207 208
(
!
(
!
115
FIR
ES
TO
NE
11
B
199
237
236
RR
9
(
!
(
!
(
!
(
!
SF
BN
8
(
!
235
234
229 231 233
(230
( !
!
(232
(
!
(!
!
DR
E
PLUM
MARQUARDT AV
MAPLEDALE ST
7
(
!
228
HOLMES PL
6
(
!
BORA DR
VALLEY VI
DARTMOOR AV
0A
(
!
(206
!
(
!
PONTLAVOY AV
12
5
MCLA
REN S
T
(
!
(
!
CABRILLO AV
T
4 *****
(
!
(
!
227
DINARD AV
I
EX
(
!
(
!
N
3
2
I-5
1
(
!
(
!
MARYTON AV
0
12
(
!
IT
EX
247
(
!
134
(
!
223
220 222 249
LIGGETT ST
FIDEL AV
S
248
224
219 (
!
(
!
!!
(
(
GRACEBEE AV
I-5
(
!
221282
LOCHNEVIS AV
ROSECRANS AV
BEN NEVIS AV
ST
***
**
B
(
!
(
!
GREENSTONE AV
20
MAYPORT AV
N
*** EXIT
**
1
VD
PAINTER AV
***
I-5
(
!
C-2080
225
218
(
!
205
(
!
DR
FR
ON
T
BL
BELFAIR ST
MARYTON AV
REXTON ST
(226
!
RA
BO
FIR
ES
TO
NE
(217
!
GRACEBEE AV
**
**
***
I-5
Trunk Force Mains
BL
VD
(
!
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
N
EX
I
T
1
*** 18
**
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
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.
MAY 2013
1,720
ENCLOSURE 2
HIGH WATER LEVELS
CITY OF SANTA FE SPRINGS (Y0TV0910B)
as of 05/05/2010
ITEM NO.
QMR
START MH
END MH
STREET
OBSERVATION
SAG (ft)
1
5121
2079-0100
2079-0105
BLOOMFIELD AV
Water mark (60%)
2
5100
2081-0050
2081-0133
SHOEMAKER AV
Water level: 100% (siphon)
3
5100
2081-0051
2081-CITY
SHOEMAKER AV
Water level: 100% (siphon)
4
5100
2081-0091
2081-0092
MARQUARDT AV
Water level: 85% (upstream of trunk line)
5
5100
2081-0093
2081-0092
MARQUARDT AVE
Water level: 85% (upstream of trunk line)
6
4A21
2081-0049
2081-0050
SHOEMAKER AV
Water level: 85% (upstream of siphon)
7
4200
2080-0155
2080-0154
SHOEMAKER AV
Water level: 85% (upstream of trunk line)
8
4200
2081-0093
2081-0094
MARQUARDT AV
Water level: 85% (upstream of trunk line)
9
4131
2081-0038
2081-0040
ALONDRA BV
Camera underwater (sag): 90' - 180'
90
10
4131
2081-0134
2081-0247
EASEMENT
High water level (sag) due to bend in the line
19
11
4121
2081-0113
2081-0118
SPRING AV
Camera underwater: 260' 350'
90
12
4100
2081-0118
2081-0119
EXCELSIOR DR
Water mark (60%)
13
4100
2081-0094
2081-0096
MARQUARDT AV
Water mark: 60% (upstream of trunk line)
14
4100
2081-0094A
2081-0094
MARQUARDT AVE
Water level: 60% (upstream of trunk line)
15
3121
2080-0254
2080-0279
EASEMENT
High water level (sag): 50' - 100'
16
3100
2081-0110
2081-PVT/
SPRING AV
Water mark: 45%
17
3100
2081-0112
2081-0113
SPRING AV
Water mark: 50%
18
3100
2081-0112
2081-0117
TALC ST
Water mark: 50%
19
3100
2081-0029
2081-0030
ALONDRA BV
Water mark: 40%
20
3100
2081-0090
2081-0091
MARQUARDT AV
Water mark: 50% (upstream of trunk line)
21
3100
2081-0090
2081-TRNK
MARQUARDT AV
Water mark: 50% (upstream of trunk line)
22
3100
2080-0147
2080-0152
ALONDRA BV
High water level (sag): 10' - 40'
50
30
CE
RE
SA
HO
V
MA
BO
GE
NA
A
V
VI
ST
AL
N
DR
RI
CA
P
EY
AR
D
CO
L IM
V
ID
AA
ARMSDALE AV
SU
NN
Y
M
EA
D
DR
0
720
Legend
High Water Level
SMD Manholes
U
!
Other
(
!
Standard
Manhole Type
DROP
"
±
MOL
INE
DR
E BUSBY DR
2,160
Feet
*
#
KEESE DR
1,440
W
X
!
?
P
Í
Shallow
Trap
Siphon
Pump Stations
Maintained by Others
TA
CU
B
AA
GA
V
BB
ET
TD
R
GAGELY DR
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
A
DR
AN K DR
COOLB
( Trunk Manholes
!
DR
D
O
O
GEW
BRID
RAGAN DR
DR
A
Non SMD Sewer
D
LE
L DR
VA
IL
DR
FAIRVILLA
H
(
!
Non SMD Manholes
DEN
GAR
A DR
L
L
I
Y0TV0910B
V
FAIR
DR
RTH
O
SMD Operations Maps
ENW
GRE
DR
WAY
A
D
HAR
R
This map is intended only for internal operations of the
SA D
MAN
DR
HEFLIN DR
Non SMD Sewer
ES
TE
RO
RD
BRA
ZO
RD
RD
DR
S
ER
PON
ESTERO RD
DR
LC
AL
A
LC
AL
A
O
SA
L
AN
ED
AB
DE
EL
RT
AV
ON
AV
La Mirada
BIO
L
COLIMA RD
STANHILL DR
DR
KA
NE
CH
AD
S
RICHVALE DR
DR
La Mirada
DE
A
AV
LA
V IL
PA
S
AV
TH
EI
S
CO
RL
EY
BURGESS AV
EDDERTON AV
EAGAN DR
BORA DR
E DR
PLUM
AN DR
RARIT
PLACID DR
NA DR
PLANTA
MA
RL
ET
TE
WILFREY AV
VALLEY VIEW AV
NS
MA LYNMARK ST
KA
NE
CH
AV
AD
DR
SE
CO
Y
DR
RL
EY
DR
AV
TH
EI
S
AG
HO
M
CORLEY DR
LAKE FOREST WY
PARISE DR
CLEARWOOD AV
SUNNYBROOK LN
R
AD
ST
RD
HIGH WATER LEVEL
RD
SPRINGVIEW DR
RACELA
ND
DILWORTH ST
ADOREE ST
RATLIFFE ST
BONAVISTA LN
LARWIN RD
GAGELY DR
O
DF
TE
DR
D
OR
DF
TE
CORLEY DR
BONA VISTA LN
IMPERIAL HWY
EDWARDS RD
EDWARDS RD
EL MORO AV
WOODRIDGE AV
DUFFIELD AV
MUROC ST
PLACID DR
D
LL R
E
RAMO DR
BORA DR
FOSTER RD
E CHERE DR
E BUSBY DR
ADOREE ST
RATLIFFE ST
E
DE
A
(
( !
!
RAMSEY DR
279254
LARWIN CIR
C-2080
MARQUARDT AV
RAMSEY DR
RAMSEY DR RAMSEY DR
LEFFINGWELL AV
RAMHURST DR
S SUNNYBROOK LN
RAMSEY DR
LOMA DR
KAY
REI
D
E BUSBY DR
BONA VISTA LN
EY
DR
RA
MS
DR
DR
HASTING
S
PLACID DR
KELFORD ST
PA
RI
SE
AV
CE
RE
S
AV
E
AV
AV
RU
O
FF
AV
AV
AT
TA
OR
E
RE
G
EL
M
AV
RI
A
RU
OF
F
LN
INA
LA V
TELECHRON AV
NEWGATE AV
NEWGATE AV
ALCLAD AV
NEWGATE
AV
ALCLAD AV
ALCLAD AV
LELAND AV
INEZ AV
MINA AV
INEZ AV
S LOUIS AV
NITA CT
ARREY AV
WILDER AV
ROPER AV
SHOEMAKER AV
COYOTE LN
BECHARD AV
HAYDEN AV
FIR ST
DATE ST
W
ED
GE
AB
AD
PO
C
IS
AN
EL
RT
KO
TR
W
AV
Y
EL
D
R
L
AV
MINA ST
CARMENITA RD
LAUREL AV
SHOEMAKER AV
LOCKPOR T PL
GREENSTONE AV
PAINTER AV
***
**
*****
AV
VI
CT
O
RUTLAND AV
GUIL
FORD
AV
SCRIBNER AV
AV
NT
ER
PA
I
CARMENITA RD
FREEMAN AV
BLOOMFIELD AV
*****
CEDAR
BALSAM
BALSAM
AV
AV
SIL
V
ER
BO
W
DE
LA
VA
N
ON
D
D
ES
M
BL
V
NO
RW
A
LK
AV
LANCELOT AV
AV
CL
AR
KD
AL
E
FU
NS
TO
N
PAINTER AV
FOREST ST
SPRINGDALE AV
*****
AVD MANUEL SALINAS
KALNOR AV
PADDISON AV
NO
R
AV
AV
KA
L
MITONY AV
WILLIS ST
NORWALK BLVD
*****
NORWALK BLVD
JUNO AV
HEBE AV
PADDISON AV
ZEUS AV
BOMBARDIER AV
BRINK AV
ARLEE AV
ER
W
AN
O
O
TO
D
NI
AV
O
DR
SA
N
BELFAIR ST
PLACID DR
E
INGW
C-2130
C DR
ANA
SAR
ER
ST
LEFF
City of Santa Fe Springs
AV
V BIOLA
D
JO R
SPE
EL E
PIONEER BLVD
PA
DD
IS
ON
WOODS AV
CORBY AV
Y AV
E HALE
CREWE ST
MI
LL
PO
UL
TE
RD
R
DR
*****
SH
CR
ES
EG
T
RD
AN
BA
LL
ST
ST
AL
LE
GA
N
AL
L
Y0TV0910B
DR
LA A
R BIO
REXTON ST
TOM WHITE WY
TR
UM
CO
RN
I
CCTV PROJECT
D
FA
MANSA DR
ST
SY
RA
CU
SE
AV
LI
G
TI
C
EE
ENCLOSURE 2
EL
AD
ALBURTIS AV
SUNSHINE AV
CAMBRIDGE ST
EG
AN
LA
M
CG
AY
HT
ST
CE
S
T
ST
RE
CI
TA
DR
RE
CE
IS
RE
ST R
CI
EI
TA
S
ST
DR
ST
AL
L
M
YS
AD
W
DR
ON
AVI
D
ZO R
BRA
LARWIN RD
DILWORTH ST
RR
ST
AN
O
RA
EXIT
120B
*****
HOBACK ST
BN
SF
SE
BR
O
BO
I-5 N
**
MUROC ST
AV
HA
TE
W
RR
ES
YK
ST
NO
LL
DR M
CG
EE
RI
DR
M
GA
TE
DR
DR
DR
O
IL L
COTEAU DR
AV
BELCHER ST
FOSTER RD
**
*
UTICA ST
ORDEN DR
ER
L
LIGHT
STAR
E
PRISCILLA ST PRISCILLA ST
CL
O
LN
K
OO
R
R
YB
MD
NN RNU
SU VIBU
G
ID
DR
O
O
RD
DAN
TE S
T
MI
LL
BA
L
RD
W
WA
LN
UT
SY
ST
CA
MO
RE
ST
ST
DARE ST
H
TR
UM
DR
ILLO
DEV
C-2129
155
*****
ER
RY
FARADAY ST
DR
ORA
END
ADLER DR
GREENSTONE AV
PIN
E
ST
FO
ST
ER
E ST
DAC
DR
NDA
HACIE
SPL
154
LN
NAVAJO
MESQUITE LN
ST
R
Y ST
KAT
AV
Y
E
W
TL
AV FR
IS
E
A
TH
AL AN
KD A
AR ANT
M
S
FR
ON
T
ST
ST
(
!
(
!
*****
OL
IVE
ER D
ENT
IC C
A AV
NLE
AVO
AV
LE R
GOL
AV
EER
UNT
VOL
SP
RO
UL
***
**
CIV
LUKAY ST
GR
AP
V
DE
Unincorporated
SARANAC DR
147152
1
T
AS
ST
NINTH ST
*****
12
I
NC
LE
SE
R
*****
SUNSHINE AV
*****
T
VA
LE
S
RR
AD
OR
EE
ST
ALLARD ST
(!
!
(
I
EX
FOSTER RD
OL
IV
E
Norwalk
N
UP
EIGHTH ST
NINTH ST
SPRY ST
I-5
ST
CREWE ST
GETTYSBURG DR
UNION ST
LV
D
DUNE ST
EVEREST ST
121
XIT
SE
I-5 EUS AV
Z
2
T 12
EXI
I-5 N
ST
A
OR
ND
LY
FIR
ES
TO
NE
B
*****
****
*
CYCLOPS ST
RD
LUKAY ST
***
**
S
V
WY
FR
NA
AA
NT
SA
BY A
COR
PIONEER BLVD
CREWE ST
CYCLOPS ST
ER
TE
LE
BEATY AV
L AV
DUNE ST
ALLARD ST
M
EY
SIXTH ST
AEGEAN ST
HERCULES ST
****
*
AN
GE
LL
ASH
AEGEAN ST
RAINIER AV
E
LAUR
AV
ON N DR
ND
O
MO LLIS
DO
SPRY ST
FIFTH ST
BEATY ST
BEATY ST
STANSTEAD AV
KOONTZ AV
KALNOR AV
N PADDISON AV
ST
FULTON WELLS AV
PL
U
TO
RUCHEL ST
E SUNNYSIDE PL
LE
IRC
SC
*****
*****
ARLEE AV
BEATY ST
GEM ST
*****
VIRGINIA AV
M
UL
B
ST
DR
TINA ST
THIRD ST
FOURTH ST
VIRGINIA AV
V
SA
LL
MI
LI
G
HT
M
YS
ST
TI
AN
C
ST
O
LA
ST
RE
IS
ST
ES
IE
PANTHEON ST
ALLARD ST
*****
SANTA FE SPRINGS RD
PALM DR
DR GEARY AV
MATE
RN PL
HER
DR
ONT
HER
IV E
ITA
RO
GE
SP
PAR
L
K
UP R
R
SLU
S
*****
ARLEE AV
*****
ALBURTIS AV
BRINK AV
BAYLA ST
SECOND ST
*****
AV
Whittier
DR
L
TA
NA
CORBY AV
*****
SHY ST
NC
IRC
LE
C-2079
*
****
PANTHEON ST
ORACLE ST
105
AV
V
SA
FU
RU
AV
R
HU
N
E
B
MARQUARDT AV
BAYLA ST
KENNEY ST
(
!
NN
AV
CRESSON ST
ACHILLES ST
SUNDANCE AV
LAKELAND RD
FIDEL AV
TINA ST
ST
AV
IS
V
ON
EA
AD
YNN
GW
**
***
KENNEY ST
E
TTL
BA
Santa Fe Springs
HERMES ST
(
!
100
MA
AH
LA
N
*** NIN
**
G
V
ST
BUELL ST
*****
ST
F
OF
RU
MILANO AV
EMMENS WY
HT
A
EY
ML
AR *****
Y
NR
NA
C-2026
SANDOVAL ST
ST
M
IN
ES
HA
W
DR
AL
OV
FLORENCE AV
FLORES ST
CLARK ST
TI
C
T
RE
IS
AV
T
ST
T
E
N
LA
AV
V
N
A
N
O
S
V
UN
A
PARKIN
G
NA
TR
MI
UM
CL
BA
O
LL
CO
SE
ST
RN
AL
ST
IS
LE
HC
GA
R
TR
N
ES
ST
UM
T
RD
BA
BE
***
LL
N
**
TO
ST
NG
RO
VE
DR
PARK ST
PARK ST
CLOS
ES
LI
G
AV
NA
MI
**
*** ST
KY
DIC
HATHAWAY DR
CLARK ST
RD
M
YS
CALMADA AV
T
CLARKMAN ST
PARK AV
DR
S
REIS
ST
AS
OL
AN
MO
RA
TO
ST
PARKMEAD ST
NI
E
A
OL
AN
GARETAL ST
S
C-2078
AV
AF
IDALENE ST
HAWKINS ST
E
NL
EE
GR
DUNNING ST
L AV
ROMANDE
C-2025
LO
ALICA
NTE R
D
T
CORTINA DR
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.
MAY 2013
2,880
COMMERCE WY
Cerritos
VILLAGE DR
RANCHILL DR
DE ALCALA DR
LICIAN
O
0
420
840
1,260
SAN F
E
Legend
High Water Level
Standard
DROP
W
X
!
?
P
Í
Shallow
Trap
Siphon
Pump Stations
Maintained by Others
Trunk Lines:
29
*****
CERRITOS
CORPORAT
E DR
***
**
FIR
ES
TO
NE
BL
VD
BNSF RR
Y
(
!
ANTHONY DR
(
!
"
±
C-2131
90
ALDERTON AV
Other
*
#
(
!
MIDWAY ST
U
!
Manhole Type
91
30
O
Feet
(
!
(
!
HIGH WATER LEVEL
DR
93
AY
(
D !
SA
NT R
A
AN
A
FR
W
ALDERTON LN
RD
BONA VISTA AV
SPRING AV
RADBURN AV
ANSON AV
MICA ST
92
FR
EE
W
ALONDRA BLVD
(
!
ST
AG
E
Trunk Main Lines
Trunk Force Mains
(
!
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
SA
NT
A
AN
A
FR
W
Y
I-5
***
**
(
!
ST
VALLEY VIEW AV
CORNET AV
40 38
49
94
(
!
Santa Fe Springs
(
!
96
(
!
RR
City of Santa Fe Springs
SMD Manholes
(
!
UP
RR
FREEWAY DR
67 MOLETTE ST
(
!
VALLEY VIEW AV
ISELI RD
MARQUARDT AV
BEST AV
9
DE ALCALA DR
EL MORO AV
RAMSEY DR
RAMSEY DR
ANSON AV
CARMENITA RD
11
BN
SF
(
!
***
**
MANNING WY
MIDWAY PL
SHOEMAKER AV
133
PINE CREEK RD
ARTHUR ST
T
RADIUS PL
BLACKBURN AV
51
(!
(50
!!
(
INDIAN CREEK RD
EX
I
LEYVA ST
OLAND ST
OAKCREEK LN
N
C-2130
BO
RA
TE
119
118
MARQUARDT AV
ARCTIC CIR
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
Norwalk
113
(
!
DISTRIBUTION WY
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
LANCELOT AV
LANCELOT AV
HAYFORD ST
BLOOMFIELD AV
DARTMOOR AV
WHEATSTONE AV
CHESHIRE ST
MARILLA AV
PONTLAVOY AV
EXCELSIOR DR
I-5
68
112
(
!
(
!
***
**
(
!
117
(
!
SPRING AV
BLOOMFIELD AV
TALC ST
Y0TV0910B
ST
WHEATSTONE AV
VD
BORA DR
SAN ARDO DR
BL
CCTV PROJECT
EW AV
PUMICE ST
EXCELSIOR DR
MOLETTE ST
T
(
!
HIGHDALE ST
C-2081
BO
RA
TE
S
LYNMARK ST
La Mirada
DR
ENCLOSURE 2
MANSA DR
T
NE
AN
G
EXCELSIOR DR
FIR
ES
TO
NE
VD
MANSA DR
E
PLUM
R
ED
ID
MILROY PL
110
BL
ES
AD
VALLEY VI
DARTMOOR AV
0A
FIR
ES
TO
NE
CABRILLO AV
12
MAPLEDALE ST
DINARD AV
T
MARYTON AV
I
EX
FIDEL AV
N
MCLA
REN S
T
PAINTER AV
I-5
MAPLEDALE ST
MARYTON AV
GRACEBEE AV
LIGGETT ST
GRACEBEE AV
0
12
LOCHNEVIS AV
IT
EX
SEAFORTH AV
S
***
**
ROSECRANS AV
BEN NEVIS AV
I-5
GREENSTONE AV
0B
GL
DILWORTH ST
MARQUARDT AV
MAYPORT AV
MAYPORT AV
ST
BORA DR
TOM WHITE WY
BELFAIR ST
***
**
N
*** EXIT
**
12
ROPER AV
WILDER AV
BECHARD AV
I-5
VD
REXTON ST
LARWIN CIR
C-2080
MANSA DR
CLARESSA AV
LANCELOT AV
BLOOMFIELD AV
**
***
FR
ON
T
BL
DILWORTH ST
LARWIN RD
DR
FIR
ES
TO
NE
CAMBRIDGE ST
(
!
K
EC
RB
NO
AV
ST
**
(
!
PARISE DR
AV
E
AL
KD
AR
M
**
*
STANSTEAD AV
E
TL
IS
TH
SP
RO
UL
279 254
LARWIN RD
S
EX
IT
11
8
*****
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.
MAY 2013
1,680
COUN
NTY OF
F LOS ANGEL
A
LES
DEPA
ARTMENT
T OF PUBL
LIC WORK
KS
“To En
nrich Lives Throu
ugh Effective and
d Caring Service
e”
GAIL FARBER,
F
Directorr
900 SOUTH FREMONT AVEN
NUE
ALHAMBRA, CALIFORNIA 918803-1331
Telephhone: (626) 458-51000
http:///dpw.lacounty.govv
ADDRE
ESS ALL CORRESPONDENCE TO:
P.O. BOX 14660
ALHAM
MBRA, CALIFORN
NIA 91802-1460
IN REPLY PLEASE
{date}
RE
EFER TO FILE:
SM-1
Dear:
SEWER
R LATERAL
L ROOT INTRUSION
As the agency
a
res
sponsible fo
or the main
ntenance of
o the sanitary sewer system in your
area, the County of
o Los Ange
eles Conso
olidated Sewer Mainte
enance Disstrict (Districct) is
providing you with this courte
esy notice informing you
y that the
e sewer late
eral serving
g the
propertyy located at XXXX, requires maintenan
nce per County
C
Co
ode 20.24
4.080
Mainten
nance of Se
ewer Laterrals.
“All hou
use lateralls, industriial connec
ction sewe
ers, septic tank outle
et connecttions
to STEP
P system, and appu
urtenances thereto ex
xisting as of Januarry 23, 1953
3, or
thereaftter constru
ucted, shalll be mainttained by the
t owner of
o the prop
perty serve
ed in
a safe and
a
sanitarry conditio
on, and all devices orr safeguard
ds which are
a require
ed by
this Div
vision 2 fo
or the ope
eration the
ereof shalll be maintained in good worrking
order.”
Using closed-circuiit television
n (CCTV) ca
amera tech
hnology, the
e District recently televvised
the sanitary sewer mainline and
a discove
ered the pre
esence of roots
r
in you
ur sewer la
ateral
connection. The in
ntrusion of the
t roots fro
om your latteral may block
b
the flo
ow of sewag
ge in
the main
nline sewerr causing a sanitary se
ewer overflo
ow upstream
m of your property.
p
Since th
he CCTV in
nspection, the
t sewer mainline
m
ha
as been cle
eaned and blockages from
root grow
wth have been
b
removved; howeve
er, the root blockage in your sew
wer lateral iss still
present.. As the prroperty own
ner, you arre responsib
ble for the entire leng
gth of the se
ewer
lateral, which
w
includes the po
ortion that extends
e
beyyond the prroperty line
e into the public
p
right of way. We request that you con
ntact a qua
alified plumbing contra
actor to service
your sew
wer lateral within 90 days
d
to rem
move roots and any otther obstructions that may
cause a sewage ba
ackup.
Prior to your plumbing contractor servicing your lateral, please notify the District’s sewer
maintenance yard in your area at XXXX to arrange for authorization to access the
downstream manhole.
During your lateral service, your plumbing contractor must protect the District’s sewer
mainlines from dislodged roots and other debris by utilizing catcher baskets at the
manhole downstream from your lateral connection.
After your lateral has been serviced, please notify the District office, XXXX,
Sewer Maintenance Division, at XXXX.
For your reference, we have enclosed photos of your lateral connection showing the
presence of the root blockage. Also enclosed are some literature on ways of minimizing
sewer overflows and damage to your home.
Thank you for helping the Department of Public Works keep the public’s sewers clean
and in good working order.
Very truly yours,
GAIL FARBER
Director of Public Works
RAJESH PATEL
Assistant Deputy Director
Sewer Maintenance Division
XX:
Enc.
XXXX
Roots at Lateral Connection
Minimizing Sewer Overflows and Damage to Your Home
The sewer system within the County of Los Angeles Consolidated Sewer Maintenance
District (District) is comprised of a series of underground pipes. Many are publicly owned;
however, the sewer laterals are entirely owned by the private property owner they serve.
The laterals extend from the building to the mainline within the street (or within an easement
at the rear of your home). The laterals are typically four inches in diameter while the
District’s mainline is typically at least eight inches in diameter. The private property owner
is responsible for the entire length of the lateral, which includes the portion that may be
located within the public right of way (under the asphalt and street landscaping).
SEWER LATERALS – AREAS OF RESPONSIBILITY
Owner is responsible for sewer
blockages up to the sewer
mainline.
Property Boundary
footpath
sewer lateral
street
footpath
sewer mainline
Owner’s Responsibility
County’s
Responsibility
Sewer backups can cause tremendous damage to the interior of a home. In order to
minimize these, the District provides continual maintenance services for the public sewer
mainlines.
Unfortunately, sewer laterals are often not maintained by private property owners until a
disaster strikes. “Out of sight, out of mind” is a typical approach to sewer lateral
maintenance and operation by many. It is our hope that we can provide you various means
of addressing these issues and thus minimize your risk of an overflow entering your home.
The three methods we suggest are:
1. Maintain your lateral through proper cleaning, repair, and replacement
2. Do not place improper items into the sewer or make improper connections to the
sewer
a. Keep rainwater out of the sewer lines as it overwhelms the capacity of the
sewer lines and may cause sewer spills.
b. Do not pour fats, oils, and grease in your drains as these products harden
and stick to the inside of the sewer pipes, which build up and may eventually
cause a blockage in the sewer pipe.
3. Install a backflow preventer and cleanout in your sewer lateral.
ENCLOSURE 3:
 Quick Structural Rating Report
Priority List
 Quick Structural Rating Map
 Rehabilitation Projects Map
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF SANTA FE SPRINGS (Y0TV0910B)
as of 05/05/2010
ITEM NO.
QSR
START MH
END MH
1
5200
2079-0641
2
513I
3
LENGTH OF
REPAIR (FT)
STREET
OBSERVATION: LOCATION (FEET)
PROPOSED CORRECTIVE ACTION
2079-0640
PATTERSON PL
Hole Soil Visible 46'
Point Repair
2080-0215
2080-0216
CAMBRIDGE ST
Hole: 37; cracks: multiple locations
Lining: MH to MH
5141
2080-0277
2080-0276
ORDEN DR
Broken/fractures : 66
Point Repair
4
5141
2079-0067
2079-0068
PAINTER AV
Broken/hole: 332
Lining: MH to MH
5
5131
2080-0243
2080-0244
FOSTER RD
Broken/fractures: 162
Point Repair
6
5121
2079-0208
2079-0253
ALLEY
Broken/fractures: 271
Point Repair
7
5100
2079-0118
2079-0119
GREENSTONE AV
Broken/hole: 131
Structural integrity intact. No action needed.
8
5100
2080-0011
2080-TRNK
IMPERIAL HWY
Hole (with gasket showing): 35
Structural integrity intact. No action needed.
9
4D37
2079-0250
2079-0251
CARMENITA RD
Fractures: 17, 117, 249 ; cracks
Structural integrity intact. No action needed.
10
453G
2079-0251
2079-0252
CARMENITA RD
Fractures: 43, 104, 246, 265, 269; cracks
Lining: MH to MH
346
11
4738
2079-0218
2079-TRNK
TELEGRAPH RD
Fractures: 8, 11 , 22, 49: cracks
Lining: MH to MH
55
12
4432
2079-0233
2079-0247
CARMENITA RD
Fractures: 76, 147 , 183, 320: cracks
Lining: MH to MH
336
13
4222
2081-0131
2081-0132
EASEMENT
Fractures: 151, 194, 198 ; cracks
Lining: MH to MH
215
14
413F
2079-0214
2079-0252
CARMENITA RD
Fractures: 186; cracks
Lining: MH to MH
193
15
413I
2079-0218
2079-0221
TELEGRAPH RD
Fractures: 274; cracks
Structural integrity intact. No action needed.
16
4131
2079-0215
2079-0233
CARMENITA RD
Fractures: 26, 55
Structural integrity intact. No action needed.
17
4125
2079-0198
2079-0199
LAUREL AV
Fractures: 157; cracks
Structural integrity intact. No action needed.
18
4121
2131-0022
2131-0023
EASEMENT
Fractures: 60, 66
Lining: MH to MH
19
4121
2080-0168
2080-0169
EASEMENT
Fractures: 186
Structural integrity intact. No action needed.
20
4100
2081-0013
2081-0014
FIRESTONE BV
Fractures: 109
Structural integrity intact. No action needed.
21
4100
2079-0035
2079-0036
EASEMENT
Hole: 116
Structural integrity intact. No action needed.
22
4100
2081-0094
2081-0096
MARQUARDT AV
Fractures: 5
Structural integrity intact. No action needed.
23
4100
2080-0008
2080-0009
IMPERIAL HWY
Fractures: 263
Structural integrity intact. No action needed.
24
4100
2079-0212
2079-0213
LAUREL AV
Fractures: 295
Structural integrity intact. No action needed.
25
4100
2079-0012
2079-TRNK
FLORENCE AV
Fractures: 5
Structural integrity intact. No action needed.
325
337
69
(
!
563
(
!
72
59848
(!
!
(
13
634
(
!
(
!
(
!
(
!
(
!
124
123
122
( !
(
( !
!
(
!
93
94
(
!
(
!
(
!
(
!
(
!
(
!
576
577
578
(
!
575
(
!
(
!
(
!
713
( 88
!
(
!
714
(
!
(
!
87
129
(
!
(
128 !
111
112
(
!
(
!
FIR ST
(
!
(
!
113
(
!
579 580 581
(
!
114
(
!
(
!
RD
M
AR
Q
UI
HU
RA
V
BEN
TRUM
BAL
TA
117
116
115
(
!
(
!
Unincorporated
159
158
*****
*****
*****
VIRGINIA AV
(
!
VIRGINIA AV
NEWGATE AV
O
L ST
LN
***
**
VI
CT
O
(
!
458
0
340
Legend
C-2129
HERMES ST
680
1,020
Feet
SMD Sanitary Sewers
QSR
1: MINOR
2: MINORTO MODRATE
3: MODRATE
4: SIGNIFICANT
5: MOST SIGNIFCANT
SMD Manholes
FENDALE AV
U
!
Other
(
!
Standard
Manhole Type
574
RAINIER AV
M
EY
PAINTER AV
ER
594595 596
(!
!
(
(
!
593
RD
588
( 589592
!
( !
!
(591
525!
(!
(
(
!
590
EC
IR
W
X
Trap
P
Í
LUKAY ST
SUNSHINE AV
Pump Stations
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
UTICA ST
HURCHEL CT
Siphon
Maintained by Others
(
!
BEATY AV
DROP
Shallow
!
?
LUKAY ST
S LOUIS AV
MIC
HEL
L
*
#
(
!
LAUREL AV
SEVENTH ST
119
118
(
!
SIXTH ST
H
RAMSEY DR
(
!
(
!
120
199
198
86
(
!
125
126
(
!
121
109
110
GR
AP
RI
A
(
!
71189
91 90!
(
92
(
!
85
QUICK
STRUCTURAL
RATING
(QSR)
AV
CREWE ST
COTE
AU DR
96 95
715
*
****
(
!
TE
LE
L
MARQUARDT AV
*****
84
(
!
FIDEL AV
LE
IRC
SC
CA
NT
RE
L
RAMSEY DR
(
!
(
!
Norwalk
SUNDANCE AV
(
!
(
!
(
!
Santa Fe Springs
DR
TELECHRON AV
(
!
GREENSTONE AV
CEDAR
(
!
RO
VE
TELECHRON AV
97
106
108
ST
AV
NEWGATE AV
(
!
98
(
!
(
!
82
466
S
LL
MI
AV
NCE
HASTINGS DR
LAKELAND RD
(
!
107
! 81
(
(
!
L
CCTV PROJECT
Y0TV0910B
RD
(
!
(
!
(
!
(
!
NC
IRC
LE
32 33
631
(
!
79 80
(
!
BA
L
ST
SH
CR
ES
T
ST
83
(
!
105
(
!
(
!
(
205 !
(
206 !
E
FLOR
ALCLAD AV
(
!
99
(
!
(
!
(
!
207
(
!
! 253
(
(
!
ALCLAD AV
C-2079
573
39
630
627
(!
!
(
100
(
!
(
!
(
!
209
(208
!
211 210!
(
LELAND AV
626
(
!
41
(
!
(40
!
(
!
(!
!
(629!
(
FOREST PL
(
!
38
632633
(
!
(
!
(
!
(
!
DR
EG
AN
250
MITONY AV
Santa Fe Springs
25
24
(
!
45
47
( !
!
(46!
(
571
251
(
!
212
TR
UM
BE
NT
ON
G
INEZ AV
(
!
23
(
!
213
N
**
INEZ AV
(
!
(
!
(
!
635
77
(78
!
***
MINA AV
14
(
!
(
!
74
(
!
43
(!
!
(44
42
(570
!
(
!
641
18 639
19
20 21
( !
!
(
22
(
!
(640 !
!
(
( !
!
(
(
!
2726
28
29
30
(!
!
(
(
!
(
(
!
34 !
(
!
31
35
36
37!
(
LOCKPOR T PL
(
!
(
!
16 17
S SUNNYSIDE PL
12
15
(
!
(
!
247
(
!
75
(
!
76
(
!
642
(
!
252
71
(
!
636
(
!
(
!
SANDOVAL ST
(
!
70
215
(
!
214
AL
L
CO
RN
I
SE
ENCLOSURE 2
W
Y
73
(
!
AV
ST
"
±
(
!
50
637
JO
YG
LE
CL
O
RE
IS
DR
600
(
!
216
CARMENITA RD
(
!
(
!
(
!
NN
GU
C-2128
AV
AD
EL
(
!
601
(
!
(
!
638
NA
MI
ST
SK
O
(
!
(
!
L
(
!
69
49
599
(
!
565 564
(
!
BA
L
AB
I
(
!
602
(
!
582
AV
603
67
(
!
218219
( !
!
(
220
(217
!
65 PARK ST 66
(
!
(
!
(
!
221
LN
(
!
(
!
TR
UM
INA
(
!
54
(
!
223
( 222
!
224
LA V
562
(
!
(
!
53
(
!
225
NEWGATE AV
(
!
52
51
(
!
DATE ST
(
!
64
68
LAUREL AV
FOREST ST
BLOOMFIELD AV
(
!
560 561
(
!
(
!
63
(
!
PAINTER AV
CLARK ST
(
!
62 61
(
!
(
!
55
60
SHOEMAKER AV
BNSF RR
(
!
(
!
59
ALCLAD AV
(
!
(
!
58
MINA ST
57
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.
MAY 2013
1,360
DILWORTH ST
SA
NT
A
238
239
(
!
DR
EY
RA
MS
***
**
AN
A
FR
W
Y
(
!
S TELECH RON AV
DR
KAY
REI
D
EY
DR
LELAND AV
RAM
S
(
!
273
252
!241 242 (
(
!243
(251
!
(
!
(
!
(
!
(
!
244
(
!
215
(
!
214
213
(
!
245
( 246
!
(
!
279 254 266
(
!
(
!
(
!
209
(
!
208
(
!
LARWIN RD
207
ROSECRANS AV
(
!
221282
(!
!
(
(
!
(
!
225
(
!
224
219
220
226
(
!
(
!
(
!
(
!
223
222 249
(
!
(
!
(
!
(
!
227
RAMSEY DR
218
(
!
(
!
228
229
(
(!
!
(230!
231 233
(
!
(232
!
(
!
234
(
!
235
(
!
236
237
(
!
3: MODRATE
4: SIGNIFICANT
5: MOST SIGNIFCANT
U
!
Other
(
!
Standard
EDWARDS RD
*
#
199
DROP
Shallow
W
X
Trap
!
?
P
Í
Siphon
Pump Stations
Maintained by Others
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
(
!
Trunk Manholes
Non SMD Sewer
MANSA DR
206
1: MINOR
2: MINORTO MODRATE
DILWORTH ST
DUFFIELD AV
(
!
217
DINARD AV
GRACEBEE AV
BELFAIR ST
(
!
204 205
Feet
Manhole Type
FOSTER RD
212
1,020
SMD Manholes
La Mirada
MUROC ST
211
( !
!
(210
(
!
WOODRIDGE AV
C-2130
274
LARWIN CIR
216
278
EL MORO AV
RAMSEY DR
(
!
272
EDWARDS RD
(
!
270
680
SMD Sanitary Sewers
QSR
Non SMD Sewer
BORA DR
(
!
Non SMD Manholes
Y0TV0910B
E DR
PLUM
(
!
207
ANSON AV
0B
(
!
269
275
MARQUARDT AV
12
(
!
268
C-2080
(
!
PONTLAVOY AV
T
(
!
(
!
MARYTON AV
***
**
MAYPORT AV
ROPER AV
VD
EX
I
ROSS ST
TOM WHITE WY
BEN NEVIS AV
VD
REXTON ST
N
(
!
267
340
Legend
RATLIFFE ST
MANSA DR
MAYPORT AV
I-5
255256
(
!
AV
SHOEMAKER AV
LARWIN RD
WILDER AV
BL
(
!
(
!
257
276
HOBACK ST
CAULFIELD AV
***
**
FR
ON
T
UP ST
RR
BL
NE
258
(
!
0
ADOREE ST
(
!
AV
GREENSTONE
Y
FIR
ES
TO
NE
FI
RE
ST
O
259
(
!
277
"
±
FOSTER RD
AV
W
FR
A
AN
A
NT
ST
SA
L
U
O
R
SP
**
ARREY AV
BEN NEVIS AV
CAULFIELD AV
BELCHER ST
ER
Santa Fe Springs !(
Norwalk
MUROC ST
BECHARD AV
LANCELOT AV
AV
E
AL
KD
AR
M
STANSTEAD AV
E
TL
IS
TH
BLOOMFIELD AV
AV
ROPER AV
ER
WILDER AV
LL
GO
BECHARD AV
PRISCILLA ST
PRISCILLA ST
(
!
ORDEN DR
O
(!
!
(
262
260
RAMHURST DR
WOODRIDGE AV
AV
DAN
TE S
T
MI
LL
165 166167
173
WOODRIDGE AV
ALARKA ST
263
261
(
!
(
!
EL MORO AV
RR
(
!
HAYDEN AV
AV
A
NLE
AVO
BN
SF
169
!170
(
(
!
DUFFIELD AV
*****
E ST
DAC
***
(
!
(
!
NAVAJO LN
MESQUITE LN
LARIAT LN
JOSHUA LN
ADLER DR
264
RAMSEY DR
(
!
(
!
RAMSEY DR
155
265
171
168
QUICK
STRUCTURAL
RATING
(QSR)
(
!
MARQUARDT AV
(
!
(
!
DARE ST
INEZ AV
IMPERIAL HWY
E LN
HID
RAW
IL LN
QUA
INDIAN LN
HACIENDA DR
GERONIMO LN
OW
ERB
SILV
COYOTE LN
R
(
!
LN
WK
AHA
TOM
DR
CHO
RAN
D
TER
CEN
NITA CT
DATE ST
*****
1718
! !
(
(
(154
!
CARMENITA RD
16
E BUSBY DR
Santa Fe Springs
AV
153
(
!
(
!
SP
Y0TV0910B
E
15
14
(
( 148 147
!
( 152!
!
(
( !
!
(
!
!149
(
(
!
(
!
(
!
13
12
11
9
8
(
!
PLACID DR
A DR
DOR
LEN
DR
CID
PLA
DG
7
A DR
DUFFIELD AV
(
!
PLACID DR
146
C DR
ANA
SAR
I
DR
OO
5 6
( !
!
(
CAL
US
CCTV PROJECT
W
(
!
WE
D
LL R
S
4
S NEWGATE AV
142145
( !
!
(
(
!
Unincorporated
S ALCLAD AV
(
!
Y AV
E HALE
ING
LEFF
140
143 141
(
!
CIVIC
137
LEFFINGWELL AV
(
!
(
!
SHOEMAKER AV
FIR ST
GREENSTONE AV
144
138
ENCLOSURE 2
DR
3
(
!
(
!
(
!
ER
RD
EAU
COT
2
(
!
NINTH ST
139
ME
Y
SUNSHINE AV
AV
(
!
L AV
1
(
!
E
LAUR
(
!
C-2079
115
S LOUIS
(
!
V
(
!
(
!
114
R AV
EIGHTH ST
579 580 581
A
EL
FID
(
!
(
!
E
PAINT
DATE ST
(
!
208
(
!
SMD Operations Maps
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.
MAY 2013
1,360
(
!
(
!
53
(
!
(
!
(
!
44
(
!
23
24
(
!
(
!
83
(
!
UP
(
!
(
!
(
!
25
(
!
36
(
!
(
!
(
!
(
!
93
(
!
85
27
(
!
35
(
!
33
!32
(
(
!
31
30
(
!
(
!
86
FR
EE
W
RANCHILL DR
DE ALCALA DR
DR
LICIAN
O
(
!
(
!
36
(
!
45
La Mirada
131
12
(
!
AY
C-2131
43 44
(
!
(
!
BLVD
ALONDRA
60
(
!
MARQUARDT AV
48
(
!
***
*
*** *
**
QSR
1: MINOR
2: MINORTO MODRATE
61
(
!
CERRITOS
CORPORAT
E DR
5: MOST SIGNIFCANT
47
(
!
SMD Manholes
AN
A
62
FR
W
49
(50
!
(
!
56
63
(
!
58
57
(
!
64
65
(
!
ANTHONY DR
BENTLEY PL
Standard
Shallow
W
X
Trap
66
(
!
!
(
Pump Stations
Trunk Main Lines
Trunk Force Mains
(
!
S
EX
IT
68
! 72
(
(
!
73
RD
ARBOR PL
Siphon
Trunk Lines:
71
(!
!
(70
I-5
67
DROP
Maintained by Others
(
!
FIR
S
ES AN
TO TA
NE AN
BL A F
VD RW
Y
(
!
(
!
*
#
P
Í
69
(
!
Y
Other
!
?
(
!
SA
NT
A
U
!
Manhole Type
(
!
(
!
ALDERTON AV
Feet
4: SIGNIFICANT
42
(
!
1,200
3: MODRATE
DR
59
800
SMD Sanitary Sewers
52
(
!
566
28
400
Legend
(
!
46
0
(
!
(
!
51
(
!
WYN
BER
HOLMES PL
(
!
35
34
(
!
(
!
29
MIDWAY ST
DAMIAN ST
166TH ST
33
(
!
90
(
!
ALDERTON LN
VILLAGE DR
11
(
!
41
(
!
(
!
ELMONT AV
SHOEMAKER AV
Cerritos
40
95
91
26
(
!
40 38 37
SAN F
E
ANSON AV
32
(
!
34
(
!
41
(!
!
(
25
(
!
92
(
!
(
!
(
!
87
(
!
84
RR
39
56
42
31
(
!
(
!
O
10 9
20
24 2322 (
( !
(!
21
(!
!
(
!
(
!
94
QUICK
STRUCTURAL
RATING
(QSR)
(
!
(
!
(
!
18
(
!
82
132
RD
(
!
(
!
(
!
MIDWAY PL
ANSON AV
ISELI RD
MARQUARDT AV
(
!
57
43
(
!
DISTRIBUTION WY
(
!
46 45
(
!
MANNING WY
(
!
47
20
88
Santa Fe Springs
19
39
96
(
!
Y0TV0910B
(
!
(
!
30
98
(
!
58
(
!
48
21
(
!
(
!
52
49
(
!
59
54
(
!
(
!
89
(
!
(
!
51
(!
(50
(!
!
133
19
128
61
38
(
!
( 22
127 !
(
(
!
129!
(
!
80
(
!
60 130
(
!
81
(
!
(
!
(
!
131
(
!
(
!
(
!
MOORE ST
WESTBROOK LN
(
!
119
17
(
!
CCTV PROJECT
"
±
(
!
62
29
99
(
!
ST
(
!
(
!
118
BO
RA
TE
97
N
EX
FIR IT 1
1
ES
TO 9
18
NE
!
BL (
VD
79
37
(
!
(
!
BNSF RR
(
!
63
( 55
!
CORNET AV
BLACKBURN AV
Santa Fe Springs
(
!
64
CAULFIELD AV
WILDER AV
BECHARD AV
ROPER AV
ARTHUR ST
OLAND ST
(
!
65
(
!
113
16
ST
AG
E
***
**
17
(
!
66
(
!
(
!
(
!
COMMERCE WY
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
LANCELOT AV
BLOOMFIELD AV
INDIAN CREEK RD
LANCELOT AV
HAYFORD ST
(
(!
!
67
68
120
121
122
(
!
101
(
!
(
!
I-5
R
ARCTIC CI
Norwalk
CHESHIRE ST
(
!
C-2081
7069
78
(
!
(
!
123
124
(
!
100
610 3
(
!
28
(
!
2
611 !
(
VALLEY VIEW AV
16
77
76
75
(
!
112
(
!
(
!
27
1
BONA VISTA AV
125
(
!
102
(
!
(
!
(
!
(
!
(
!
(
!
15
26
(
!
209
504 !
(
236
FREEWAY DR
15
(
!
(
!
(
!
103
RR
14
(
!
BNSF RR
***
**
(
!
126 74
108
(
!
BN
SF
13
!105
(
(
!
MARQUARDT AV
14
(
!
MOLETTE ST
117
(
!
HIGHDALE ST
LEYVA ST
(
!
13
(
!
(
!
109
(
!
111
235
(
!
RADBURN AV
BEST AV
116
(
!
EXCELSIOR DR
73
106
110
(
!
(
!
LV
D
(
!
71
114
PUMICE ST
(
!
(
(!
!
(72 !
(
!
(
!
SPRING AV
12
(
!
201
(
!
(
!
LANGFIELD AV
(
!
(
!
104
SPRING AV
FIR
ES
TO
NE
11
B
202
107
115
10
(
!
(
!
STOWERS AV
(
!
C-2130
200
(
!
BETTY PL
9
203
(
!
RADIUS PL
8
(
!
(
!
(
!
(
!
BAINBROOK AV
DARTMOOR AV
MAPLEDALE ST
237
236
235
(
!
EW AV
(
!
(
!
ENCLOSURE 2
SAN ARDO DR
7
(
!
(
!
208
VALLEY VI
6
(
!
234
229 231 233
!232
(
!
(!
!
(230
( (
!
ALEXANDER PL
0A
5
(
!
(
!
(
!
CARMENITA RD
12
MCLA
REN S
T
228
220 222 249
207
(
!
MARILLA AV
T
***
**
223
(
!
199
CLARESSA AV
I
EX
4
(
!
227
(
!
PONTLAVOY AV
N
3
(
!
I-5
2
(
!
224
CABRILLO AV
0
12
1
(
!
(
!
(
!
MARYTON AV
IT
EX
(
!
247
(
!
134
E DR
PLUM
LIGGETT ST
FIDEL AV
S
(
!
219
(
!
(!
!
(
PAINTER AV
I-5
248
221282
GRACEBEE AV
ROSECRANS AV
LOCHNEVIS AV
0B
BEN NEVIS AV
12
225
(
!
(
!
GREENSTONE AV
VD
MAYPORT AV
BL
N
***
EX
**
IT
MARYTON AV
BELFAIR ST
218
DINARD AV
C-2080
I-5
*****
FIR
ES
TO
NE
(
!
(
!
Non SMD Sewer
Non SMD Sewer
(
!
11
8
Trunk Manholes
Non SMD Manholes
Y0TV0910B
**
***
SMD Operations Maps
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.
MAY 2013
1,600
EL
L
A
L
AV
AT
TA
SH
CR
ES
T
OK
SU
NN
Y
BR
O
TR
UM
BA
L
AL
L
L
ST
DR
EG
AN
ST
0
DR
SY
RA
CU
SE
Legend
ST
Lining MH to MH
CORLEY DR
"
±
COLIMA RD
S PARISE DR
VALLEY VIEW AV
!
?
DR
R
NK D
LB A
COO
BRANSCOMB ST
PRISCILLA ST
Standard
DROP
Shallow
Trap
Siphon
Pump Stations
Maintained by Others
Trunk Lines:
Trunk Main Lines
Trunk Force Mains
(
!
R
NA D
NTA
PLA
DE ALCALA DR
BONA VISTA LN
CLEARWOOD AV
EDWARDS RD
LAKE FOREST WY
RK WY
LAKE P
A
WOODRIDGE AV
WOODRIDGE AV
FOSTER RD
ADOREE ST
MARLETTE DR
(
!
GAGELY DR
PARISE DR
243 244
(
!
EL MORO AV
RAMSEY DR
MARQUARDT AV
AV
EL MORO AV
ARREY AV
ER
RAMHURST DR
La Mirada
W
X
GRAYVILLE DR
RATLIFFE ST
RATLIFFE ST
DUFFIELD AV
SHOEMAKER AV
ORDEN DR
HAYDEN AV
AV
CAULFIELD AV
ROPER AV
1
E
TL
IS
TH
12
WILDER AV
T
FOSTER RD
BELCHER ST
MI
LL
276
Y
SB
BU
CORLEY DR
AV
I
EX
DAN
TE S
T
PRISCILLA ST
277
RAMSEY DR
(
!
AV
AV
N
DARE ST
LEFFINGWELL AV
NAVAJO LN
LARIAT LN
MESQUITE LN
JOSHUA LN
*****
(
!
BONA VISTA LN
LAKE VIEW DR
*
#
P
Í
DR
STANHILL
DR
DA
IE N
HAC
ADLER DR
E
CHADSEY DR
E LN
HID
RAW
D
OR
DF
TE
IMPERIAL HWY
IMPERIAL HWY
RAMHURST DR
R
ARROYO LN
DR
E
(
!
DR
CORLEY DR
C-2130
*****
BARRANCA LN
ID
PLAC
Manhole Type
EAGAN DR
EY
RA
MS
E BUSBY DR
A DR
LOMA DR
PLACID DR
CAL
US
1,650
Point Repair
KELFORD ST
C DR
ANA
SAR
EY
DR
*****
DR
PLACID DR
RD
DR
L
WEL
1,100
SMD Manholes
U Other
!
E SARANAC DR
RAM
S
ING
LEFF
550
Feet
DR
HAST
INGS
DR
Y AV
E HALE
O
RD
LN
M
NU
UR
LINING &
POINT REPAIR
PROJECTS
LN
NA
VI
CO
RN
I
LN
ST
ST
City of Santa Fe Springs
ST
A
OK
BR
O
SU
NN
Y
EG
AN
LN
AV
E
AG
BA
L
RE
G
AT
TA
AV
AV
OR
E
RE
G
EL
M
AV
CE
RE
S
HO
M
AL
L
S
BI
LA
ST
CE
RE
C
RE
IT
A
IS
DR
ST
PA
RI
SE
W
Y
TR
UM
AN
O
ST
AV
RD
SE
Y0TV0910B
DR
O
LL
BO
AV
RI
A
ST
RUOFF
AV
RU
OF
F
DR
SK
O
AB
I
VI
DE
CL
O
CCTV PROJECT
AY
CHADSEY DR
ALCLAD AV
MITONY AV
VI
CT
O
W
ED
GE
ADE
PO
LW
Y
RT
AV
LN
INA
LA V
TELECHRON AV
LELAND AV
NEWGATE AV
ALCLAD AV
ALCLAD AV
INEZ AV
MINA AV
ST
AV
LIGHT
STAR
AV
AVD MANUEL SALINAS
LA
E
KALNOR AV
ST
K
OO
BR
VIB
G
ID
DR
O
O
OW
ERB
SILV
A
NLE
AVO
I-5
DR
R AV
ORE
E ST
DAC
SH
CR
ES
T
AD
W
CREWE ST
SARANAC DR
*****
LE R
GOL
DR
Y
NN
SU
KAY
REI
D
NITA CT
DATE ST
SUNSHINE AV
NINTH ST
C-2080
M
SYCA
CE
NT
ER
L
AN
O
FARADAY ST
INEZ AV
FIR ST
BALSAM
ALLARD ST
ORA
END
SPL
CIV
BA
L
ST
ST
ENCLOSURE 3
COTEAU DR
SUNSHINE AV
ER D
ENT
IC C
TR
UM
BR
O
DR
ILLO
DEV
TE
HO
LE
NE
GR
YS
AP
UC
H
KL
RD
E
LN
BEATY AV
EVEREST ST
Norwalk
ST
HT
UTICA ST
NINTH ST
SPRY ST
DR
CO
RN
I
***
**
FENDALE AV
LUKAY ST
AD
GE
R
C-2129
NEWGATE AV
PAINTER AV
S LOUIS AV
EC
IR
RD
NEWGATE
AV
CARMENITA RD
LOCKPOR T PL
GREENSTONE AV
BNSF RR
*****
CEDAR
*****
DATE ST
MARKDALE AV
LAUREL AV
SHOEMAKER AV
BLOOMFIELD AV
FOREST PL
GETTY DR
BALSAM
ASH
*****
*****
NORWALK BLVD
MIC
HEL
L
LUKAY ST
LA
TI
C
RE
GL
IS
EN
ST
GY
LE
ST
RE
IS
W
NORWALK BLVD
BUSIRIS AV
KALNOR AV
PAINTER AV
FOREST ST
SPRINGDALE AV
KOONTZ AV
*****
AV
JUNO AV
HEBE AV
MINA ST
WILLIS ST
PL
ONT
IV E
RO
S
FULTON WELLS AV
FULTON WELLS AV
KALNOR AV
PADDISON AV
R
D
IE
R
M
BA
BO
PADDISON AV
CREWE ST
*****
SA
UN NTA
IO
AN
N
OL
A
ST
FR
IV
E
W
ST
Y
***
**
OL
SP
I
V
RO
E
ST
UL
FIR
ST
ES
TO
NE
BL
VD
EIGHTH ST
EE
UNT
VOL
121
XIT
SE
AV
ZEUS
ME
TR
O
E
CL
CIR
*****
I-5
AD
OR
EE
ST
Unincorporated
ER
DR
S
PADDISON AV
DUNE ST
VIRGINIA AV
SEVENTH ST
ALLARD ST
CYCLOPS ST
*****
E SUNNYSIDE PL
M
EY
RO
VE
HERMES ST
SIXTH ST
AEGEAN ST
ALLARD ST
VIRGINIA AV
L AV
AV
FIFTH ST
BEATY ST
AEGEAN ST
*****
*
****
S
SUNDANCE AV
*****
E
LAUR
ZE
U
S
*****
FOURTH ST
BEATY ST
Santa Fe Springs
ST
(
!
LAKELAND RD
FIDEL AV
AV
AV
RUCHEL ST
THIRD ST
NC
IRC
LE
208 253
L
RD
AN
O
MARQUARDT AV
IS
ADON
NE
GWYN
TINA ST
LADANA CT
NT
O
NG
M
YS
T
IS S
RE
SECOND ST
PANTHEON ST
(!
!
(
**
BA
L
L
MI
AV
LS
LI
G
T
ORACLE ST
(
!
***
DR
BE
ST
SH
CR
ES
T
ST
S
HT
KENNEY ST
(
!
TR
UM
EG
AN
SE
ST
C-2128
LIG
ACHILLES ST
247
252
(
!
N
AL
L
CO
RN
I
RE
IS
T
HATHAWAY DR
HERMES ST
CYCLOPS ST
640641
C-2079
C-2026
214
!
(
(
!
SANDOVAL ST
EMMENS WY
JO
YG
LE
AV
CL
O
ST
SANDOVAL ST
NN
GU
233
AV
NA
MI
LS
T
TIC
CLARK ST
FLORENCE AV
BAYLA ST
218
FLORES ST
CLARK ST
SHY ST
(
!
(
!
PARK ST
PARK ST
TR
UM
BA
L
S
MY
67
PARK AV
MORA DR
68
AS
OL
AN
(
!
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
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.
MAY 2013
2,200
VALLEY VIEW AV
RAMO DR
DE ALCALA DR
EL MORO AV
ISELI RD
DE ALCALA DR
ANSON AV
RD
O
MICA ST
SMD Manholes
U Other
!
Manhole Type
(
!
"
±
*
#
W
X
P
Í
SA
NT FRE
E
A
AN WA
Y
A
D
FR
W R
Y
***
**
***
Shallow
Trap
Siphon
Pump Stations
CERRITOS
CORPORAT
E DR
ANTHONY DR
**
FIR
ES
TO
NE
BL
VD
BNSF RR
Trunk Main Lines
Trunk Force Mains
(
!
Trunk Manholes
Non SMD Sewer
Non SMD Sewer
(
!
Non SMD Manholes
Y0TV0910B
SMD Operations Maps
SA
NT
A
AN
A
FR
W
Y
I-5
***
**
RESIN PL
COMMERCE WY
DISTRIBUTION WY
RANCHILL DR
MIDWAY ST
ALDERTON AV
DROP
Trunk Lines:
ALONDRA BLVD
ALDERTON LN
Standard
Maintained by Others
CLANTON CIR
CORNET AV
1,260
Point Repair
GANNET ST
!
?
RR
840
Legend
C-2131
132
UP
420
Feet
BONA VISTA AV
MARQUARDT AV
***
**
VILLAGE DR
LINING &
POINT REPAIR
PROJECTS
0
VALLEY VIEW AV
(
!
City of Santa Fe Springs
DR
ST
FREEWAY DR
131
Y0TV0910B
LICIAN
O
ST
AG
E
RADBURN AV
ANSON AV
SPRING AV
9
(
!
CCTV PROJECT
Lining MH to MH
SPRING AV
11
Cerritos
MANNING WY
SHOEMAKER AV
ARTHUR ST
BO
RA
TE
SAN F
E
BEST AV
T
ENCLOSURE 3
2322
PINE CREEK RD
INDIAN CREEK RD
RAMSEY DR
RAMSEY DR
MARQUARDT AV
MARILLA AV
EX
I
RADIUS PL
BLACKBURN AV
Santa Fe Springs
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
N
LEYVA ST
OLAND ST
OAKCREEK LN
RR
EXCELSIOR DR
ARCTIC CIR
MIDWAY PL
C-2130
(
(!
!
I-5
CAULFIELD AV
ROPER AV
WILDER AV
BECHARD AV
LANCELOT AV
LANCELOT AV
BLOOMFIELD AV
DARTMOOR AV
WHEATSTONE AV
CARMENITA RD
MARYTON AV
GRACEBEE AV
BLOOMFIELD AV
WHEATSTONE AV
TALC ST
BORA DR
DR
SAN ARDO DR
HAYFORD ST
DR
FT
DR
MA
NS
A
EW AV
CHESHIRE ST
CHESHIRE ST
E
PLUM
La Mirada
BORATE ST
***
**
MOLETTE ST
LYNMARK ST
MANSA DR
PUMICE ST
HIGHDALE ST
MOLETTE ST
DILWORTH ST
BN
SF
VD
EXCELSIOR DR
C-2081
MILROY PL
ES
AD
GL
VALLEY VI
DARTMOOR AV
0A
CLARESSA AV
12
EXCELSIOR DR
BL
PONTLAVOY AV
T
FIR
ES
TO
NE
CABRILLO AV
I
EX
MAPLEDALE ST
DINARD AV
N
MARYTON AV
I-5
FIDEL AV
0
12
MCLA
REN S
T
PAINTER AV
IT
EX
SEAFORTH AV
S
MAPLEDALE ST
LIGGETT ST
MARQUARDT AV
MAYPORT AV
ROPER AV
I-5
***
**
LARWIN CIR
BORA DR
ROSECRANS AV
GRACEBEE AV
VD
B
BELFAIR ST
LOCHNEVIS AV
BL
Norwalk
***
**
N
(
!
TOM WHITE WY
BEN NEVIS AV
ST
BL
VD
E
XI
***
T
**
12
0
I-5
REXTON ST
MANSA DR
GREENSTONE AV
FR
ON
T
FI
RE
ST
ON
E
NE
215
C-2080
(
!
MAYPORT AV
***
**
FI
RE
ST
O
BECHARD AV
**
WILDER AV
AV
ST
LANCELOT AV
STANSTEAD AV
AV
E
AL
KD
AR
M
**
*
216
DILWORTH ST
LARWIN RD
SW
I
R
ED
ID
PARISE DR
BLOOMFIELD AV
E
TL
IS
TH
SP
RO
UL
LARWIN RD
S
EX
IT
11
8
*****
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.
MAY 2013
1,680
ENCLOSURE 4:
Infrastructure Inspection Reports
for Grades 4 and 5
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100922
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
J SALAS
section number:
3331
PSR:
0
Total Pipe Length:
73
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
09/22/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
PATTERSON PL
Flow Control:
City:
SFS YOTV0910B
Year Renewed
Location Code: G Parking Lot
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0641/2079-0640/2079
Remark::
1:125
2079-0641
N Not Controlled
DVD
Start MH:
2079-0641
End MH:
2079-0640
pipe length:
48 ft
Dia/Height:
C Circular 10/10
Material:
VCP Pipe Length:
Lining Method:
Category:
73
BROKEN PIPE
position
observation
grade
0 FT //
44.81 FT // 00:02:15
44.81 FT // 00:02:15
47.67 FT // 00:02:56
47.67 FT // 00:02:56
0.00
Upstream Manhole, Survey Begins 2079-0641
0.00
Water Level, 10 % of cross sectional area
M2
0.00
Water Mark, 15 % of cross sectional area
M2
33.13
Water Level, Sag in pipe, 20 % of cross sectional area
M2
44.81
Obstacles Pipe Material, 20 % of cross sectional area, from 04 to 10 M 3
o´clock
47.67
Hole Soil Visible, from 09 to 04 o´clock, within 8 inch: YES
S5
47.67
Hole Soil Visible, from 08 to 04 o´clock, within 8 inch: YES
S5
48.00
Survey Abandoned, Remark: CAMERA BLOCKED BROKEN PIPE
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5200
3123
10
9
19
5
2.25
3.17
Y0TV0910B - Finale.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100225
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
401
PSR:
117778
Total Pipe Length:
294
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
02/25/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
CAMBRIDGE ST
Flow Control:
City:
SFS
Year Renewed
Location Code: G Parking Lot
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0215/2080-0216/2080
Remark::
1:725
N Not Controlled
Start MH:
2080-0215
End MH:
2080-0216
pipe length:
325.65 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
294
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
19.73 FT // 00:01:20
19.73 FT // 00:01:20
22.93 FT // 00:01:52
22.93 FT // 00:01:52
0.00
Upstream Manhole, Survey Begins 2080-0216
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 of cross sectional area
M2
19.73
Fracture Longitudinal, at 01 o´clock, within 8 inch: YES
S3
22.93
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
S3
32.07
Roots Fine Joint, from 04 to 08 o´clock, within 8 inch: YES
37.51
Hole Void Visible, from 10 to 12 o´clock, within 8 inch: YES
38.87
Roots Fine Joint, at 08 o´clock, within 8 inch: YES
39.65
Crack Multiple, from 11 to 05 o´clock, within 8 inch: YES
S3
39.65
Roots Medium Connection, at 03 o´clock, 25 %, within 8 inch: YES
M3
40.81
Tap Break-In Active, at 03 o´clock, 6", within 8 inch: YES
43.44
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
47.13
Crack Circumferential, from 10 to 02 o´clock, within 8 inch: YES
S1
54.91
Crack Circumferential, from 01 to 05 o´clock, within 8 inch: YES
S1
55.20
Tap Break-In Active, at 12 o´clock, 6", within 8 inch: YES
74.73
Crack Multiple, from 11 to 12 o´clock, within 8 inch: YES
S3
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES, start
S3
2080-0215
77.06
110.39
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: YES
142.85
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
145.18
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
237.89
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
240.32
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
322.24
2080-0216
S1
S5
325.65
F1
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES, end
S3
Downstream Manhole, Survey Ends 2080-0215
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
513J
3122
166
7
173
2.96
2.33
2.93
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100308
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
584
PSR:
767333
Total Pipe Length:
290
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/08/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
ORDEN DR
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0277/2080-0276/2080
Remark::
1:650
2080-0277
2080-0276
N Not Controlled
Start MH:
2080-0277
End MH:
2080-0276
pipe length:
282.5 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
290
Against the flow
position
observation
grade
0 FT //
66.76 FT // 00:03:51
66.76 FT // 00:03:51
66.76 FT // 00:04:02
66.76 FT // 00:04:02
0.00
Downstream Manhole, Survey Begins 2080-0276
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
66.76
Fracture Multiple, from 09 to 04 o´clock, within 8 inch: YES
S4
66.76
Broken Void Visible, from 09 to 01 o´clock, within 8 inch: YES
S5
67.54
Joint Offset Medium
S1
274.04
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
282.50
Upstream Manhole, Survey Ends 2080-0277
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
10
4
14
3.33
2
2.8
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100408
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1425
PSR:
118517
Total Pipe Length:
324
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/08/2010
Pre-Cleaned:
H Heavy Cleaning
Map Grid #:
2079
Street:
PAINTER AV
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0067/2079-0068/2079
Remark::
1:775
2079-0067
Start MH:
2079-0067
End MH:
2079-0068
pipe length:
339.64 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
324
HOLE AT 332FT
position
observation
grade
0 FT //
8.36 FT // 00:01:02
57.72 FT // 00:02:54
105.54 FT // 00:04:55
158.01 FT // 00:07:10
0.00
Upstream Manhole, Survey Begins 2079-0067
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
8.36
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
57.72
2079-0068
N Not Controlled
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
105.54
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
158.01
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
205.73
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
253.93
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
302.13
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
332.06
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: NO
S4
332.54
Hole Void Visible, from 04 to 05 o´clock, within 8 inch: YES
S5
337.79
Crack Circumferential, from 11 to 07 o´clock, within 8 inch: YES
S1
339.64
Downstream Manhole, Survey Ends 2079-0068
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5141
2200
10
4
14
3.33
2
2.8
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100308
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
573
PSR:
117807
Total Pipe Length:
200
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/08/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
FOSTER RD
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0243/2080-0244/2080
Remark::
1:550
2080-0243
Start MH:
2080-0243
End MH:
2080-0244
pipe length:
245.76 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
200
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
99.9 FT // 00:04:02
162.58 FT // 00:06:26
162.58 FT // 00:06:26
244.7 FT // 00:09:43
0.00
Upstream Manhole, Survey Begins 2080-0244
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
99.90
2080-0244
N Not Controlled
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
162.58
Broken Soil Visible, from 08 to 03 o´clock, within 8 inch: YES
S5
244.70
Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
S3
245.76
Downstream Manhole, Survey Ends 2080-0243
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5131
2200
8
4
12
4
2
3
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100412
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1443
PSR:
118424
Total Pipe Length:
328
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/12/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
ALLEY
Flow Control:
City:
SFS
Year Renewed
Location Code: G Parking Lot
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0208/2079-0253/2079
Remark::
1:650
2079-0208
2079-0253
N Not Controlled
Start MH:
2079-0208
End MH:
2079-0253
pipe length:
290.37 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
328
NONE
position
observation
grade
0 FT //
26.82 FT // 00:01:51
79.88 FT // 00:03:30
124.97 FT // 00:05:01
148.1 FT // 00:05:55
0.00
Upstream Manhole, Survey Begins 2079-0208
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
26.82
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
79.88
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
124.97
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
148.10
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
183.08
Tap Break-In Active, at 12 o´clock, 6", within 8 inch: YES
216.90
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
271.91
Broken Void Visible, from 09 to 05 o´clock, within 8 inch: YES
S5
273.95
Fracture Circumferential, from 09 to 11 o´clock, within 8 inch: YES
S2
290.37
Downstream Manhole, Survey Ends 2079-0253
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5121
2200
7
4
11
3.5
2
2.75
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100303
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
T. TOBIN
section number:
524
PSR:
118453
Total Pipe Length:
299
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/03/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
GREENSTONE AV
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0118/2079-0119/2079
Remark::
1:625
N Not Controlled
Start MH:
2079-0118
End MH:
2079-0119
pipe length:
275.44 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
299
BROKEN JOINT
position
observation
grade
MH NUMBERS ARE REVERSED IN DATA BASE.
2079-0118
2079-0119
0.00
Upstream Manhole, Survey Begins 2079-0119
0.00
Water Level, 15 % of cross sectional area
M2
0.00
Water Mark, 15 % of cross sectional area
M2
46.39
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
46.49
Roots Medium Lateral, at 02 o´clock, 20 %, within 8 inch: YES
47.79
Roots Fine Joint, from 03 to 09 o´clock, within 8 inch: YES
52.70
Roots Fine Joint, from 02 to 04 o´clock, within 8 inch: YES
58.01
Roots Fine Joint, at 10 o´clock, within 8 inch: YES
80.76
Tap Break-In Active, at 10 o´clock, 6", within 8 inch: NO
89.78
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
89.78
Roots Ball Lateral, at 02 o´clock, 90 %, within 8 inch: YES
96.19
Roots Fine Joint, from 09 to 01 o´clock, within 8 inch: YES
106.41
Roots Fine Joint, from 09 to 10 o´clock, within 8 inch: YES
116.73
Roots Fine Joint, from 12 to 04 o´clock, within 8 inch: YES
131.86
Hole Soil Visible, from 09 to 02 o´clock, within 8 inch: YES
134.66
Tap Break-In Active, at 01 o´clock, 4", within 8 inch: NO
142.18
Roots Fine Joint, at 12 o´clock, within 8 inch: YES
152.60
Roots Fine Joint, from 11 to 01 o´clock, within 8 inch: YES
172.84
Roots Fine Joint, from 01 to 03 o´clock, within 8 inch: YES
275.44
Downstream Manhole, Survey Ends 2080-0118
0 FT //
0 FT // 00:01:08
0 FT // 00:01:16
46.39 FT // 00:02:50
46.49 FT // 00:02:53
M3
M4
S5
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
4131
5
11
16
5
2.75
3.2
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100405
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1329
PSR:
118055
Total Pipe Length:
146
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/05/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
IMPERIAL HWY
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0011/2080-TRNK/2080
Remark::
1:375
2080-0011
Start MH:
2080-0011
End MH:
2080-TRNK
pipe length:
159.28 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
146
AGAINST FLOW
position
observation
grade
0 FT //
35.76 FT // 00:01:47
35.76 FT // 00:01:47
113.5 FT // 00:05:13
154.51 FT // 00:06:54
0.00
Downstream Manhole, Survey Begins 2080-TRNK
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
Hole Void Visible, from 07 to 01 o´clock, within 8 inch: YES
S5
35.76
2080-TRNK
N Not Controlled
113.50
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
154.51
Tap Factory Made Active, at 12 o´clock, 6", within 8 inch: YES
159.28
Upstream Manhole, Survey Ends 2080-0011
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
5100
2200
5
4
9
5
2
3
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100412
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1450
PSR:
118342
Total Pipe Length:
233
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/12/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
CARMENITA RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0250/2079-0251/2079
Remark::
1:575
2079-0250
Start MH:
2079-0250
End MH:
2079-0251
pipe length:
251.98 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
233
AGAINST FLOW
position
observation
grade
0 FT //
7.09 FT // 00:00:38
17.39 FT // 00:01:13
17.39 FT // 00:01:13
45.09 FT // 00:02:32
0.00
Downstream Manhole, Survey Begins 2079-0251
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 of cross sectional area
M2
7.09
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
17.39
Fracture Multiple, from 08 to 11 o´clock, within 8 inch: YES
S4
45.09
Crack Multiple, from 07 to 10 o´clock, within 8 inch: YES
S3
61.61
Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
S3
63.55
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
S3
Crack Multiple, from 08 to 05 o´clock, within 8 inch: YES, start
S3
67.44
S1
73.27
79.98
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
F1
106.99
117.68
S1
Crack Multiple, from 08 to 05 o´clock, within 8 inch: YES, end
S3
Crack Multiple, from 01 to 08 o´clock, within 8 inch: YES
S3
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES, start
S4
126.04
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
168.70
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
208.55
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
249.07
2079-0251
N Not Controlled
251.98
F1
Fracture Multiple, from 07 to 05 o´clock, within 8 inch: YES, end
S4
Upstream Manhole, Survey Ends 2079-0250
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4D37
2200
129
4
133
3.79
2
3.69
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100412
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1451
PSR:
118343
Total Pipe Length:
310
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/12/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
CARMENITA RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0251/2079-0252/2079
Remark::
1:775
2079-0251
Start MH:
2079-0251
End MH:
2079-0252
pipe length:
346.05 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
310
NONE
position
observation
grade
0 FT //
41.59 FT // 00:02:02
41.59 FT // 00:02:02
43.15 FT // 00:02:13
43.92 FT // 00:02:21
0.00
Upstream Manhole, Survey Begins 2079-0251
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
41.59
Crack Multiple, from 08 to 03 o´clock, within 8 inch: YES
S3
43.15
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
43.92
Fracture Multiple, from 12 to 09 o´clock, within 8 inch: YES
S4
78.03
Crack Multiple, from 08 to 05 o´clock, within 8 inch: YES
S3
104.95
Fracture Multiple, from 04 to 10 o´clock, within 8 inch: YES
S4
127.60
Crack Multiple, from 01 to 06 o´clock, within 8 inch: YES
S3
140.62
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
140.71
Crack Multiple, from 12 to 12 o´clock, within 8 inch: YES
S3
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, start
S3
146.84
S1
182.99
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
229.24
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
246.44
Fracture Multiple, from 09 to 05 o´clock, within 8 inch: YES
S4
265.78
Fracture Multiple, from 01 to 09 o´clock, within 8 inch: YES
S4
269.28
Fracture Multiple, from 04 to 11 o´clock, within 8 inch: YES
S4
271.42
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
313.89
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
346.05
2079-0252
N Not Controlled
346.05
F1
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, end
S3
Downstream Manhole, Survey Ends 2079-0252
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
453H
2200
152
4
156
3.1
2
3.06
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100409
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1434
PSR:
118376
Total Pipe Length:
56
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/09/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
TELEGRAPH RD
Flow Control:
City:
SFS
Year Renewed
Location Code: B Main Highway - Suburban/Rural
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0218/2079-TRNK/2079
Remark::
1:125
2079-0218
2079-TRNK
N Not Controlled
Tape/Media #:
Start MH:
2079-0218
End MH:
2079-TRNK
pipe length:
54.42 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
56
AGAINST FLOW
position
observation
grade
0 FT //
0.39 FT // 00:01:17
6.51 FT // 00:01:35
6.51 FT // 00:01:35
8.55 FT // 00:01:54
0.00
Downstream Manhole, Survey Begins 2079-TRNK
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
0.39
Shape or Size Change, 12", 12"
6.51
Crack Multiple, from 08 to 05 o´clock, within 8 inch: YES
S3
8.55
Fracture Multiple, from 08 to 05 o´clock, within 8 inch: YES
S4
11.56
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
S4
14.77
S1
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES, start
S3
22.45
S2
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES, start
S4
49.46
F1
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES, end
S3
49.46
F2
Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES, end
S4
54.42
Upstream Manhole, Survey Ends 2079-0218
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4738
2200
52
4
56
3.47
2
3.29
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100420
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1650
PSR:
118326
Total Pipe Length:
253
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/20/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
CARMENITA RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0233/2079-0247/2079
Remark::
1:750
2079-0233
Start MH:
2079-0233
End MH:
2079-0247
pipe length:
336.04 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
253
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
5.34 FT // 00:00:39
6.8 FT // 00:00:54
6.8 FT // 00:00:54
9.82 FT // 00:01:16
0.00
Upstream Manhole, Survey Begins 2079-0247
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
5.34
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
6.80
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
S3
9.82
Crack Circumferential, from 08 to 12 o´clock, within 8 inch: YES
S1
13.80
Crack Longitudinal, at 02 o´clock, within 8 inch: YES
S2
16.33
Crack Circumferential, from 08 to 12 o´clock, within 8 inch: YES
S1
26.24
Crack Circumferential, from 08 to 01 o´clock, within 8 inch: YES
S1
30.22
Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
S3
36.73
Crack Circumferential, from 02 to 04 o´clock, within 8 inch: YES
S1
38.87
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
39.36
S1
Crack Circumferential, from 09 to 03 o´clock, within 8 inch: YES, start S 1
76.19
Fracture Multiple, from 02 to 05 o´clock, within 8 inch: YES
77.94
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
144.02
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
147.03
Fracture Multiple, from 01 to 09 o´clock, within 8 inch: YES
S4
183.57
Fracture Multiple, from 03 to 08 o´clock, within 8 inch: YES
S4
320.59
Fracture Multiple, from 03 to 06 o´clock, within 8 inch: YES
S4
331.28
2079-0247
N Not Controlled
336.04
F1
S4
Crack Circumferential, from 09 to 03 o´clock, within 8 inch: YES, end S 1
Downstream Manhole, Survey Ends 2079-0233
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4432
2200
86
4
90
1.25
2
1.27
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100225
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
414
PSR:
117597
Total Pipe Length:
225
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
02/25/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2081
Street:
0
Flow Control:
City:
SFS
Year Renewed
Location Code: G Parking Lot
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0131/2081-0132/2081
Remark::
1:500
2081-0131
Start MH:
2081-0131
End MH:
2081-0132
pipe length:
215.64 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
225
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
40.04 FT // 00:01:59
130.02 FT // 00:05:47
130.02 FT // 00:05:47
151.31 FT // 00:06:50
0.00
Downstream Manhole, Survey Begins 2081-0131
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
40.04
2081-0132
N Not Controlled
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
130.02
Fracture Circumferential, from 12 to 02 o´clock, within 8 inch: YES
S2
151.31
Fracture Circumferential, from 10 to 03 o´clock, within 8 inch: YES
S2
194.84
Fracture Multiple, from 12 to 05 o´clock, within 8 inch: YES
S4
198.44
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: NO
S4
215.64
Upstream Manhole, Survey Ends 2081-0132
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4222
2200
12
4
16
3
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100412
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1449
PSR:
118430
Total Pipe Length:
247
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/12/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
CARMENITA RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0214/2079-0252/2079
Remark::
1:450
2079-0214
2079-0252
N Not Controlled
Start MH:
2079-0214
End MH:
2079-0252
pipe length:
191.15 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
247
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
3.6 FT // 00:01:31
3.6 FT // 00:01:31
3.6 FT // 00:01:41
3.6 FT // 00:01:41
0.00
Upstream Manhole, Survey Begins 2079-0252
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
3.60
Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
S3
3.60
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
S3
4.47
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
5.93
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, start
63.85
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
109.81
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
110.78
Fracture Longitudinal, at 03 o´clock, within 8 inch: YES
129.15
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
186.68
Fracture Multiple, from 01 to 01 o´clock, within 8 inch: YES
S4
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES, end
S3
186.97
191.15
F1
S3
S3
Downstream Manhole, Survey Ends 2079-0214
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
413G
2200
121
4
125
3.03
2
2.98
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100408
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1426
PSR:
118436
Total Pipe Length:
201
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/08/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
TELEGRAPH RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0218/2079-0221/2079
Remark::
1:625
2079-0218
Start MH:
2079-0218
End MH:
2079-0221
pipe length:
276.38 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
201
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
0.68 FT // 00:00:32
0.68 FT // 00:00:32
3.69 FT // 00:00:57
6.03 FT // 00:01:12
0.00
Upstream Manhole, Survey Begins 2079-0221
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
0.68
Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
S3
3.69
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
S3
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES, start
S3
6.03
S1
11.18
Tap Break-In Active, at 02 o´clock, 6", within 8 inch: YES
22.74
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
72.98
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
123.32
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
173.56
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
223.70
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
255.97
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
268.21
2079-0221
N Not Controlled
Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES, end
S3
274.43
Fracture Multiple, from 09 to 04 o´clock, within 8 inch: YES
S4
276.38
Downstream Manhole, Survey Ends 2079-0218
F1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
413J
2200
166
4
170
3.02
2
2.98
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100415
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B. FUGATE
section number:
1550
PSR:
118432
Total Pipe Length:
76
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/15/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
CARMENITA RD
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
N Not Controlled
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0215/2079-0233/2079
Start MH:
2079-0215
End MH:
2079-0233
pipe length:
65.68 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
76
Remark::
1:150
2079-0215
2079-0233
position
observation
grade
0 FT //
26.71 FT // 00:01:28
26.71 FT // 00:01:28
50.61 FT // 00:02:23
50.61 FT // 00:02:23
0.00
Downstream Manhole, Survey Begins 2079-0215
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
26.71
Fracture Multiple, from 03 to 05 o´clock, within 8 inch: YES
S4
50.61
Crack Longitudinal, at 09 o´clock, within 8 inch: YES
S2
55.13
Fracture Longitudinal, at 08 o´clock, within 8 inch: YES
S3
65.68
Upstream Manhole, Survey Ends 2079-0233
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4131
2200
9
4
13
3
2
2.6
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100308
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
T. TOBIN
section number:
633
PSR:
118413
Total Pipe Length:
277
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/08/2010
Pre-Cleaned:
H Heavy Cleaning
Map Grid #:
2079
Street:
LAUREL AV
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0198/2079-0199/2079
Remark::
1:330
N Not Controlled
Start MH:
2079-0198
End MH:
2079-0199
pipe length:
333.66 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
277
NONE
position
observation
grade
MH NUMBERS ARE REVERSED IN DATA BASE.
0.00
Upstream Manhole, Survey Begins 2079-0199
0.00
Water Level, 10 % of cross sectional area
M2
0.00
Water Mark, 10 % of cross sectional area
M2
3.31
Crack Circumferential, from 10 to 04 o´clock, within 8 inch: YES
S1
4.91
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
7.41
Crack Circumferential, from 12 to 05 o´clock, within 8 inch: YES
S1
20.14
Water Level, 15 % of cross sectional area
M2
22.24
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
33.47
Crack Circumferential, from 11 to 03 o´clock, within 8 inch: YES
38.28
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
49.50
Fracture Circumferential, from 10 to 04 o´clock, within 8 inch: YES
S2
69.54
Fracture Circumferential, from 09 to 01 o´clock, within 8 inch: YES
S2
74.35
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
75.55
Crack Circumferential, from 03 to 04 o´clock, within 8 inch: YES
S1
Crack Circumferential, from 08 to 10 o´clock, within 8 inch: YES
S1
98.99
Crack Circumferential, from 11 to 12 o´clock, within 8 inch: YES
S1
102.40
Crack Circumferential, from 09 to 11 o´clock, within 8 inch: YES
S1
105.71
Crack Circumferential, from 02 to 05 o´clock, within 8 inch: YES
S1
109.11
Fracture Circumferential, from 01 to 04 o´clock, within 8 inch: YES
S2
112.72
Crack Circumferential, from 07 to 01 o´clock, within 8 inch: YES
S1
113.82
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
115.03
Fracture Circumferential, from 03 to 04 o´clock, within 8 inch: YES
123.04
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
134.36
Fracture Circumferential, from 12 to 04 o´clock, within 8 inch: YES
2079-0198
78.96
S1
Y0TV0910B - 100Percent.mdb // page: 1
S1
S2
S2
0 FT //
0 FT // 00:00:56
0 FT // 00:01:00
3.31 FT // 00:01:26
3.31 FT // 00:01:26
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100308
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
T. TOBIN
section number:
633
PSR:
118413
Total Pipe Length:
277
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/08/2010
Pre-Cleaned:
H Heavy Cleaning
Map Grid #:
2079
1:330
position
grade
151.20
Crack Circumferential, from 02 to 04 o´clock, within 8 inch: YES
S1
154.50
Crack Circumferential, from 07 to 11 o´clock, within 8 inch: YES
S1
156.01
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
157.31
Fracture Multiple, from 09 to 05 o´clock, within 8 inch: YES
160.52
S1
S4
Crack Circumferential, from 12 to 05 o´clock, within 8 inch: YES, start S 1
165.32
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
177.95
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
220.63
Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
223.44
Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
266.12
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
282.15
Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
330.45
2079-0199
observation
333.66
F1
Crack Circumferential, from 11 to 02 o´clock, within 8 inch: YES, end S 1
Downstream Manhole, Survey Ends 2079-0198
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4125
2300
59
6
65
1.16
2
1.2
Y0TV0910B - 100Percent.mdb // page: 2
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100215
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
163
PSR:
113520
Total Pipe Length:
72
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
02/15/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2131
Street:
Flow Control:
City:
Location Code: D Easement/Right of Way
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0022/2131-0023/2131
Remark::
1:175
2131-0022
2131-0023
N Not Controlled
Year Renewed
SFS
Start MH:
2131-0022
End MH:
2131-0023
pipe length:
69.07 ft
Dia/Height:
C Circular 10/10
Material:
VCP Pipe Length:
Lining Method:
Category:
72
NONE
position
observation
grade
0 FT //
60.74 FT // 00:02:51
60.74 FT // 00:02:51
66.56 FT // 00:03:57
66.56 FT // 00:03:57
0.00
Upstream Manhole, Survey Begins 2131-0022
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
60.74
Fracture Multiple, from 07 to 04 o´clock, within 8 inch: YES
S4
66.56
Fracture Circumferential, from 07 to 09 o´clock, within 8 inch: YES
S2
69.07
Downstream Manhole, Survey Ends 2131-0023
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2200
6
4
10
3
2
2.5
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100416
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B. FUGATE
section number:
1527
PSR:
117843
Total Pipe Length:
348
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/16/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
0
Flow Control:
City:
SFS
Year Renewed
Location Code: G Parking Lot
N Not Controlled
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0168/2080-0169/2080
Start MH:
2080-0168
End MH:
2080-0169
pipe length:
349.79 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
348
Remark::
1:528
2080-0168
position
observation
grade
0 FT //
30.43 FT // 00:01:26
33.14 FT // 00:01:39
63.77 FT // 00:03:00
63.97 FT // 00:03:07
0.00
Upstream Manhole, Survey Begins 2080-0169
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
30.43
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
33.14
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
63.77
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
63.97
Joint Offset Medium
66.68
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
67.59
Fracture Circumferential, from 10 to 06 o´clock, within 8 inch: YES
84.36
Tap Factory Made Active, at 11 o´clock, 6", within 8 inch: YES
99.62
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
102.23
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
120.21
Tap Factory Made Capped, at 09 o´clock, 6", within 8 inch: YES
122.62
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
151.34
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
153.85
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
154.26
Joint Offset Medium
156.16
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
182.17
M2
185.09
Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES,
Remark: GREASE IN TAP
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
186.49
Fracture Multiple, from 02 to 08 o´clock, within 8 inch: YES
S4
213.71
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
216.12
Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES,
Remark: GREASE IN TAP
Y0TV0910B - 100Percent.mdb // page: 1
S1
S2
S1
M2
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100416
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B. FUGATE
section number:
1527
PSR:
117843
Total Pipe Length:
348
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/16/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
1:528
position
246.45
grade
Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES,
Remark: GREASE IN TAP
Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES,
Remark: GREASE
M2
M2
286.92
Tap Factory Made Defective, at 09 o´clock, 6", within 8 inch: YES,
Remark: GREASE
Tap Factory Made Defective, at 03 o´clock, 6", within 8 inch: YES,
Remark: GREASE
Crack Circumferential, from 08 to 05 o´clock, within 8 inch: YES
349.79
Downstream Manhole, Survey Ends 2080-0168
248.56
282.10
285.51
2080-0169
observation
M2
M2
S1
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4121
2800
9
16
25
1.8
2
1.92
Y0TV0910B - 100Percent.mdb // page: 2
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100302
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
498
PSR:
117713
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/02/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2081
Street:
FIRESTONE BV
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0013/2081-0014/2081
Remark::
1:775
2081-0013
2081-0014
N Not Controlled
Start MH:
2081-0013
End MH:
2081-0014
pipe length:
346.05 ft
Dia/Height:
C Circular 10/10
Material:
VCP Pipe Length:
Lining Method:
Category:
350
MH#S REVERSED ON DATABASE
position
observation
grade
0 FT //
109.03 FT // 00:04:04
109.03 FT // 00:04:04
299.12 FT // 00:10:05
346.05 FT // 00:11:53
0.00
Upstream Manhole, Survey Begins 2081-0014
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 10 % of cross sectional area
M2
109.03
Fracture Multiple, from 10 to 02 o´clock, within 8 inch: YES
S4
299.12
Tap Break-In Active, at 09 o´clock, 6", within 8 inch: YES
346.05
Downstream Manhole, Survey Ends 2081-0013
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100322
P.O.#:
YOTV0910B
Weather:
1 Dry
Surveyed By:
B.FUGATE
section number:
937
PSR:
118600
Total Pipe Length:
300
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/22/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
0
Flow Control:
City:
SFS
Year Renewed
Location Code: G Parking Lot
N Not Controlled
Tape/Media #:
Reason for inspection:
F Routine Asseessment
Use of Sewer:
SS Sanitary
1:675
2079-0035
2079-0036
2079-0035
2079-0036
pipe length:
296.88 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
Drain. Area:
Remark::
Start MH:
End MH:
300
MH#'S REVERSED ON DATABASE
position
observation
grade
0 FT //
100.58 FT // 00:03:34
115.64 FT // 00:04:19
116.42 FT // 00:04:57
116.42 FT // 00:04:57
0.00
Downstream Manhole, Survey Begins 2079-0035
0.00
Water Level, 5 of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
100.58
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
115.64
Tap Break-In Active, at 09 o´clock, 6", within 8 inch: YES
116.42
Hole, from 07 to 10 o´clock, within 8 inch: YES
127.69
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
239.84
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
296.88
Upstream Manhole, Survey Ends 2079-0036
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100330
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1181
PSR:
117680
Total Pipe Length:
222
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
03/30/2010
Pre-Cleaned:
H Heavy Cleaning
Map Grid #:
2081
Street:
MARQUARDT AV
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0094/2081-0096/2081
Remark::
1:175
2081-0094
2081-0096
N Not Controlled
Start MH:
2081-0094
End MH:
2081-0096
pipe length:
70.16 ft
Dia/Height:
C Circular 15/15
Material:
VCP Pipe Length:
Lining Method:
Category:
222
UNDOCUMENTED MANHOLE
position
observation
grade
0 FT //
5.05 FT // 00:00:47
5.05 FT // 00:00:47
50.53 FT // 00:02:24
70.16 FT // 00:03:19
0.00
Upstream Manhole, Survey Begins 2081-0096
0.00
Water Level, 15 % of cross sectional area
M2
0.00
Water Mark, 60 % of cross sectional area
M4
5.05
Fracture Multiple, from 03 to 06 o´clock, within 8 inch: YES
S4
50.53
Tap Factory Made Capped, at 03 o´clock, 6", within 8 inch: YES
70.16
General Observation, within 8 inch: YES, Remark:
UNDOCUMENTED MANHOLE
Downstream Manhole, Survey Ends 2081-0094A
70.16
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
4121
4
6
10
4
3
3.33
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100405
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1326
PSR:
118053
Total Pipe Length:
287
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/05/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2080
Street:
IMPERIAL HWY
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0008/2080-0009/2080
Remark::
1:600
2080-0008
Start MH:
2080-0008
End MH:
2080-0009
pipe length:
269.38 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
287
PIPE ENDS NO US MH
position
observation
grade
0 FT //
7.19 FT // 00:00:48
87.27 FT // 00:03:53
128.37 FT // 00:05:35
128.37 FT // 00:05:35
0.00
Downstream Manhole, Survey Begins 2080-0009
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
7.19
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
87.27
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
128.37
Roots Fine Joint, at 09 o´clock, within 8 inch: YES
131.39
Roots Fine Joint, from 08 to 02 o´clock, within 8 inch: YES
134.59
Roots Fine Joint, from 07 to 09 o´clock, within 8 inch: YES
137.99
Roots Fine Joint, from 09 to 05 o´clock, within 8 inch: YES
141.59
Roots Fine Joint, from 09 to 02 o´clock, within 8 inch: YES
144.80
S1
174.34
263.26
2080-0009
N Not Controlled
Roots Fine Joint, from 08 to 04 o´clock, within 8 inch: YES, start
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
F1
Roots Fine Joint, from 08 to 04 o´clock, within 8 inch: YES, end
263.26
Fracture Multiple, from 02 to 10 o´clock, within 8 inch: YES
264.62
Tap Factory Made Active, at 12 o´clock, 6", within 8 inch: YES
268.41
Tap Factory Made Active, at 03 o´clock, 6", within 8 inch: YES
269.38
General Observation, within 8 inch: YES, Remark: PIPE ENDS NO
US MH
End of Pipe, Remark: NO US MH
269.38
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100410
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B FUGATE
section number:
1447
PSR:
118428
Total Pipe Length:
300
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/12/2010
Pre-Cleaned:
J Jetting
Map Grid #:
2079
Street:
LAUREL AV
Flow Control:
City:
SFS
Year Renewed
Location Code: C Light Highway
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0212/2079-0213/2079
Remark::
1:675
2079-0212
2079-0213
N Not Controlled
Start MH:
2079-0212
End MH:
2079-0213
pipe length:
296.49 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
300
AGAINST FLOW
position
observation
grade
0 FT //
63.85 FT // 00:03:05
206.41 FT // 00:08:03
245.57 FT // 00:09:21
295.03 FT // 00:11:07
0.00
Downstream Manhole, Survey Begins 2079-0212
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 5 % of cross sectional area
M2
63.85
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
206.41
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
245.57
Tap Factory Made Active, at 09 o´clock, 6", within 8 inch: YES
295.03
Fracture Multiple, from 12 to 12 o´clock, within 8 inch: NO
296.49
Upstream Manhole, Survey Ends 2079-0213
S4
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1
National Plant Services
1461 HARBOR AVENUE
LONG BEACH 90813 CA
Tel: (562) 436-7600, Fax:
Inspection report
Date:
20100415
P.O.#:
Y0TV0910B
Weather:
1 Dry
Surveyed By:
B. FUGATE
section number:
1545
PSR:
118576
Total Pipe Length:
78
Survey Customer:
LACDPW
System Owner:
SFS
Clean Date:
04/15/2010
Pre-Cleaned:
H Heavy Cleaning
Map Grid #:
2079
Street:
FLORENCE AV
Flow Control:
City:
SFS
Year Renewed
Location Code: A Main Highway - Urban
N Not Controlled
Tape/Media #:
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
Drain. Area:
0012/2079-TRNK/2079
Start MH:
2079-0012
End MH:
2079-TRNK
pipe length:
51.52 ft
Dia/Height:
C Circular 8/8
Material:
VCP Pipe Length:
Lining Method:
Category:
78
Remark::
1:125
2079-0012
2079-TRNK
position
observation
grade
0 FT //
0 FT // 00:00:24
5.02 FT // 00:00:49
5.02 FT // 00:00:49
51.52 FT // 00:01:57
0.00
Upstream Manhole, Survey Begins 2079-0012
0.00
Water Level, 5 % of cross sectional area
M2
0.00
Water Mark, 25 % of cross sectional area
M2
0.00
Shape or Size Change, 15", 15"
5.02
Fracture Multiple, from 03 to 10 o´clock, within 8 inch: YES
51.52
S4
Downstream Manhole, Survey Ends 2079-TRNK
QSR
QMR
SPR
MPR
OPR
SPRI
MPRI
OPRI
4100
2200
4
4
8
4
2
2.67
Y0TV0910B - 100Percent.mdb // page: 1