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 FFtEMONT AVENUE
ALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100
http://dpw.lacounty.gov
February 2, 2009
ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460
ALHAMBRA, CALIFORNIA 91802-1460
N REPLY PLEASE
REFER TO FILE;
SM-1
Mr. Elroy Kiepke, City Manager
City of Bradbury
600 Winston Avenue
Bradbury, CA 91010-1199
Attention Ms. Claudia Saldana
Dear Mr. Kiepke:
CONSOLIDATED SEWER MAINTENANCE DISTRICT
CONDITION ASSESSMENT PROGRAM REPORT
PROJECT YOTV0506D
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 (CCTV) inspection of 4,843 feet or
approximately 45 percent of the City of Bradbury's sewer system.
The enclosed report outlines the structural and maintenance ratings of your system
based on the Pipeline Assessment and Certification Program's rating methodology.
Included in the report are the following:
•
Condition Assessment Report
•
Project Overview Map (Enclosure 1)
•
Quick Maintenance Rating Report Priority List and Quick Maintenance Rating
Map (Enclosure 2)
•
Quick Structural Rating Report Priority List and Quick Structural Rating Map
(Enclosure 3)
•
Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
•
CCTV Sewer Inspection Project Schedule (Enclosure 5)
Mr. Elroy Kiepke
February 2, 2009
Page 2
The Condition Assessment Report will provide you with details regarding the
maintenance and structural condition of your City's sewer mainlines. This information
can be included in your agency's Sewer System Management Plan as a reference in
Chapter 8.0, System Evaluation and Capacity Assurance Plan. The segments with
critical maintenance issues have been cleaned and, in some instances, have been
incorporated into our routine cleaning schedule for continued monitoring. In addition,
the segments with severe structural defects have either been repaired or will be
scheduled for repair as part of the ongoing Accumulative Capital Outlay Project.
If you have any questions regarding this report or the Condition Assessment Program,
please contact Mr. Robert Swartz at (626) 300-3367, Monday through Friday, 8 am. to
4 p.m., or at rswartz©dpw.lacounty.gov .
Very truly yours,
GAIL FARBER
Director of Public Works
MANUEL DEL REAL
Assistant Deputy Director
Sewer Maintenance Division
FV:kk
1619
Enc.
bc: Programs Development (Ariki)
bc: MdR, KL, FV, File (Project YOTV0506D), SPINDLE
CONDITION ASSESSMENT REPORT
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: YOTV0506D
PROJECT DATE: 4/17/06-8/14/06
SUP. DISTRICT(s): 5
Report By:
Colin McCarter
PROJECT MGR: Karl Eskridge
CONTACT NO: (626) 300-3390
MAP PAGE(S):
2212, 2166, and 2428
Report Date:
01/13/09
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los Angeles
Department of Public Works Consolidated Sewer Maintenance District has completed
the closed-circuit television (CCTV) inspection of 4,843 feet or 45 percent of the City of
Bradbury's sewer system.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment and
Certification Program (PACP) Quick Rating methodology to rank the structural and
maintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project YOTV0506D included sewer lines located in both the Unincorporated County of
in the Cities of Glendora,
Los Angeles area and
Bradbury,
Duarte,
La Canada Flintridge, and San Dimas. Enclosed for your reference is an overview map
of the project area within your City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade for
each pipe segment for either maintenance or structural defects. A grade of 1 indicates
that a pipe segment is in excellent condition with minor defects, while a grade of 5
indicates that a pipe segment may require immediate attention. A detailed breakdown
of the five possible defect grades is as follows:
Grade
Description
Estimate time to Failure
1:
EXCELLENT: Minor Defects.
Unlikely in the foreseeable future
2:
GOOD: Defects that have not begun to deteriorate.
20 years or more
3.
FAIR:
Moderate defects that will continue to
deteriorate.
10 to 20 years
4:
POOR: Severe defects that will become grade 5
defects within the foreseeable future.
5 to 10 years
5:
IMMEDIATE ATTENTION:
i mmediate attention.
Has failed or will likely fail within the
next 5 years
Defects
requiring
Page 1 of 3
MAINTENANCE REPORT
Our inspection revealed that approximately 83.6 percent of the system televised was
free of blockages or restrictions that would impede sewer flows. However, the
remaining 16.4 percent of the inspected pipe segments within the City of Bradbury area
had a PACP maintenance grade of 4 as indicated in the Quick Maintenance Rating
Table shown below. These segments have been incorporated into our routine cleaning
schedule with corrective action taken as noted on the Quick Maintenance Rating Report
Priority List (Enclosure 2). Also included is a color-coded map showing the quick
maintenance rating for each pipe segment.
QUICK MAINTENANCE RATING TABLE
PIPE
LENGTH
(FT)
DEFECT
GRADE
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate
Attention
TOTAL
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
252
3,587
209
795
5.2
74.1
4.3
16.4
2
11
1
3
0
0
0
4,843
100.0
17
STRUCTURAL REPORT
Our inspection revealed that approximately 92.8 percent of the inspected pipe segments
within the City of Bradbury were free of severe structural defects. However, the
remaining 7.2 percent of the inspected pipe segments had a PACP structural grade of 4
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. Item 1 in
the Quick Structural Rating Report Priority List (Enclosure 3) includes defects that do
not impact the structural integrity of the pipe. At this time, no action is recommended. A
color-coded map showing the Quick Structural Rating for each pipe segment is located
in Enclosure 3. A copy of the actual inspection reports for this segment is included in
Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT
GRADE
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate
Attention
TOTAL
PIPE
LENGTH
(FT)
PERCENT TOTAL
INSPECTED PIPE
LENGTH
NO. SEGMENTS
3,183
1,156
154
350
65.7
23.9
3.2
7.2
11
4
1
0
0
0
4,843
100.0
17
Page 2 of 3
1
FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future CCTV inspections
of the remaining sewer lines within the City of Bradbury. For your reference, the CCTV
Sewer Inspection project schedule for the City of Bradbury is listed in Enclosure 5.
Page 3 of 3
ENCLOSURE 1:
Project Overview Map
*****
*****
ENCLOSURE 1
CCTV PROJECT
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****
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HOMEREST AV
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N DONNA BETH AV
DUXFORD AV
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N ELSPETH WY
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*****
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***
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**
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***
*****
*****
PROJECT OVERVIEW
MONROVIA
WILD ROSE AV
Supervisorial
District 5
Bradbury, Duarte, Glendora,
La Canada Flintridge,
San Dimas, Unincorporated
County
*****
*****
*
***
KTR
*****
*****
ET
RIDG
FISH
CO
**
***
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M
H
N
ST
O
N
E
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AK
*****
*
****
Trunk Sewerlines
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
DPW_SMD.nosmd_mh
Parcel Boundary
SMD Operations Maps
Y0TV0506D
This map is intended only for internal
operations of the Los Angeles County
Sewer Maintenance Districts. Los
Angeles 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.
December 11, 2008
ENCLOSURE 2:
x Quick Maintenance Rating Report
Priority List
x Quick Maintenance Rating Map
ENCLOSURE 2
QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF BRADBURY (Y0TV0506D)
as of 8/14/06
Item
No.
1
2
3
QMR
Start MH
End MH
Street
Observation
Corrective Action Taken
4121
4131
2212-0047
2166-0178
2212-0046
2166-0177
BRAEWOOD DR
WINSTON AV
Roots
Root ball
Rodder (Last Serviced: 7/29/08)
Rodder (Last Serviced: 7/25/08)
4121
2166-0174
2166-0312
ROYAL OAKS DR
Root ball
Rodder (Last Serviced: 7/25/08)
****
*
ENCLOSURE 2
****
*
CCTV PROJECT
Supervisorial
District 5
Bradbury, Duarte, Glendora,
La Canada Flintridge,
San Dimas, Unincorporated
County
LN
RD
HI
LL
S
BR
A
DB
UR
Y
FLO
DEODAR
OD
RD
CON
TR O
L RD
CA
AN
RR
BA
YOTVO506D
**
**
*
QUICK MAINTENANCE RATING
(QMR)
E LEMON AV
RANCHITO RD
TERRADO DR
SOMBRERO RD
BRADBURY
HILLS
BRADBURY
318
LN
0
!
(
120
240
O
360
480
Feet
!
(
47
!
(
!
(
!
(
!
(
145
166
!
(
!
(
164
163
!
(
!
(
!
(
125
!
(
BUENA VISTA ST
126
124
!
(
!
(
!
(
!
(
162
143
!
(
170
!
(
DUARTE
152
!
(
40
41
1ST ST
!
(
63
!
(
!
(
171
142
!
(
59
2ND ST
!
(39
153
!
(
!
(
!
(
38
!
(
155
!
(
154 3RD ST
!
(
!
(
!
(
!
(
65
64
!
(
34
35
!
(
!
(
36
!
(
156
!
(
!
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67
!
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33
55
!
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157
!
(
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32
Standard
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Shallow
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!
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Siphon
P
SMD Pump Satations
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Í
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
DPW_SMD.nosmd_mh
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!
(
51
!
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!
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#
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Y0TV0506D
37
!
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Other
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Parcel Boundary
50
!
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140 141
2ND ST
58
!
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!
(
66
!
(
!
(
CALLE MARIPOSA
!
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!
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!
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!
(
!
(
!
(
!
(
!
(
148
147
!
(
!
(
48
CALLE GRANADA
133
!
(
172
COTTER AV
!
(
CABRILLO DR
!
?!
?
42
49
169
!
(
130131
!
(
1ST ST
PORTOLA DR
JUNIPERO DR
129
!
(
!
(
43
OOD AV
!
(
128
144
!
(
!
(
62
61
MILTONW
!
(
!
(
167
E-2212-2
HIGHLAND AV
165
132
146
!
U
!
(
!
(
DUNCANNON AV
!
(
SMD Manholes
44
!
(
!
(
!
(
4- POOR
EASTFORD AV
168
!
(
!
(
150
149
ROYAL OAKS DR
!
(
3- FAIR
*****
RANCHITO RD
!
(
!
(
2- GOOD
46
180 45
ROYAL OAKS DR N
!
(
177
!
(
!
(
!
(
!
(
176
175
174
312
173
!
(
E-2166-1
!
(
1- EXCELLENT
!
(
ORANGE AV
<all other values>
"
‚
178
SMD Sanitary Sewers
*****
316
Legend
OAK AV
315
!
(
313
BRAEWOOD DR
VAQUERO RD
HACIENDA DR
!
(
CO
CHIMES AV
314
WOODLYN RD
MONROVIA
179
WINSTON AV
317
!
(
!
(
57
54
This map is intended only for internal
operations of the Los Angeles County
Sewer Maintenance Districts. Los
Angeles 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.
December 11, 2008
ENCLOSURE 3:
x Quick Structural Rating Report
Priority List
x Quick Structural Rating Map
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF BRADBURY (Y0TV0506D)
as of 8/14/06
Item
No.
QSR
Start MH
1
4221
2166-0176
End MH
Street
Observation: Location
Proposed Corrective Method
2166-0175 ROYAL OAKS DR
Fractures: 201' and 241'
Stuctural integrity in tact. No action needed.
****
*
ENCLOSURE 3
****
*
CCTV PROJECT
Supervisorial
District 5
Bradbury, Duarte, Glendora,
La Canada Flintridge,
San Dimas, Unincorporated
County
LN
RD
HI
LL
S
BR
A
DB
UR
Y
FLO
DEODAR
OD
RD
CON
TR O
L RD
CA
AN
RR
BA
YOTVO506D
**
**
*
QUICK STRUCTURAL RATING
(QSR)
E LEMON AV
RANCHITO RD
TERRADO DR
SOMBRERO RD
BRADBURY
HILLS
BRADBURY
318
LN
0
!
(
120
240
O
360
480
Feet
!
(
47
!
(
!
(
!
(
!
(
145
!
(
166
!
(
!
(
164
163
!
(
!
(
!
(
125
!
(
BUENA VISTA ST
126
124
!
(
!
(
!
(
48
!
(
162
170
!
(
!
(
40
41
1ST ST
!
(
143
!
(
63
!
(
!
(
171
59
DUARTE
152
!
(
2ND ST
!
(39
153
!
(
!
(
!
(
38
142
!
(
155
!
(
154 3RD ST
!
(
!
(
!
(
!
(
65
64
!
(
34
35
!
(
!
(
36
!
(
156
!
(
!
(
67
!
(
56
33
55
!
(
157
!
(
!
(
32
Standard
DROP
Shallow
W
X
Trap
!
?
Siphon
P
SMD Pump Satations
+
C
SMD Treatment Plants
Í
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!
(
Trunk Mh
!
(
DPW_SMD.nosmd_mh
SMD Operations Maps
!
(
51
!
(
!
(
#
*
Y0TV0506D
37
!
(
Other
MH Type
Parcel Boundary
50
!
(
140 141
2ND ST
58
!
(
!
(
66
!
(
!
(
!
(
60
!
(
CALLE MARIPOSA
!
(
!
(
!
(
!
(
!
(
!
(
123
151
148
147
!
(
!
(
!
(
CALLE GRANADA
133
!
(
172
COTTER AV
!
(
CABRILLO DR
!
?!
?
42
49
169
!
(
130131
!
(
1ST ST
PORTOLA DR
JUNIPERO DR
129
!
(
!
(
43
OOD AV
!
(
128
144
!
(
!
(
62
61
MILTONW
!
(
!
(
167
E-2212-2
HIGHLAND AV
165
132
146
!
(
!
(
DUNCANNON AV
!
(
!
U
44
!
(
!
(
!
(
4: POOR
SMD Manholes
EASTFORD AV
168
!
(
150
149
ROYAL OAKS DR
!
(
3: FAIR
*****
RANCHITO RD
!
(
!
(
2: GOOD
46
180 45
ROYAL OAKS DR N
!
(
177
!
(
!
(
!
(
!
(
176
175
174
312
173
!
(
E-2166-1
!
(
1: EXCELLENT
!
(
ORANGE AV
<all other values>
"
‚
178
SMD Sanitary Sewers
*****
316
Legend
OAK AV
315
!
(
313
BRAEWOOD DR
VAQUERO RD
HACIENDA DR
!
(
CO
CHIMES AV
314
WOODLYN RD
MONROVIA
179
WINSTON AV
317
!
(
!
(
57
54
This map is intended only for internal
operations of the Los Angeles County
Sewer Maintenance Districts. Los
Angeles 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.
December 11, 2008
ENCLOSURE 4:
Infrastructure Inspection Reports
for Grades 4 and 5
National Plant Services, INC.
1461 Harbor Avenue
Long Beach, CA 90813-2741
Tel: (8001445-3614, Fax: (562) 495-1528
a
Witten
Inspection report
Date:
20060814
P.0.#.
YOTV0506D
Weather:
1 Dry
Surveyed By:
NPS T Glock
section number:
426
PSR:
112649
Total Pipe Length:
350
Survey Customer:
LACDPW
System Owner:
BRD
Clean Date:
Pre-Cleaned:
J Jetting
Map Grid #:
2166
Street:
ROYAL OAKS DR
Flow Control:
City:
BRD
Year Renewed
N Not Controlled
Tape/Media #:
Location Code: C Light Highway
Reason for inspection:
F Routine Assessment
Use of Sewer:
SS Sanitary
002
Start MH:
2166-0176
End MH:
2166-0175
pipe length:
348.31 ft
Dia/Height:
C Circular 8/8
VCP Vitrified Clay Pipe Pipe Length:
Material:
Lining Method:
Category:
Drain, Area:
5.0
Fractures ,roots
Remark::
1:850
position
2"i6
observation
MPEG
photo
grade
0.00
Manhole, Remark: Start of Segment
00:01:35
2.10
Water Level, 20 'Y. of cross sectional area
00:01:58
M2
2.10
Water Mark, 30 °/cr of cross sectional area
00:02:00
M2
49.40
Tap Factory Made Capped, at 12 o'clock, 6", within 8 inch: YES
00:03:42
52.40
Roots Fine Joint, from 08 to 04 o'clock, within 8 inch: YES
00:04:00
72.46
Roots Fine Joint, from 08 to 09 o'clock, within 8 inch: YES
00:04:44
123.86
Tap Factory Made Capped, at 12 o'clock, 6", within 8 inch: YES
00:06:32
1
197.81
Tap Factory Made Capped, at 12 o'clock, 6", within 8 inch: YES
00:08:33
1
201.10
Fracture Multiple, from 11 to 01 o'clock, within 8 inch: YES
00:09:03
201.10
Roots Fine Joint, from 08 to 04 o'clock, within 8 inch: YES
00:09:47
241.72
Fracture Multiple, from 05 to 07 o'clock, within 8 inch: YES
00:11:18
270.87
Roots Fine Joint, from 08 to 04 o'clock, within 8 inch: YES
00:12:45
276.65
Crack Spiral, from 12 to 02 o'clock, within 8 inch: YES
00:13:16
00:13:49
295.22
Tap Factory Made Capped, at 02 o'clock, 6", within 8 inch: YES, Remark:
Roots
Roots Fine Joint, from 08 to 04 o'clock, within 8 inch: YES
00:14:27
325.46
Roots Fine Joint, at 09 o'clock, within 8 inch: YES
00:15:19
345.62
Roots Fine Joint, at 08 o'clock, within 8 inch: YES
00:15:58
348.31
Manhole, Remark: End of Segment Pipe found VCP
00:16:43
0.....,...,...,,,,,,,,_
-------------.„
0
-------------, 277.75
2 66-017,
QSR
4221
OMR
2200
I
SPR
10
MPR
4
OPR
14
YOTV0506D_v7.mdb // page: 1
SPRI
3.33
MPRI
2
167a, b
S4
169aii, b
S4
171ai
S2
OPRI
2.8
ENCLOSURE 5:
CCTV Sewer Inspection
Project Schedule
Bradbury
CCTV PROJECT SCHEDULE
FISCAL YEAR
YARD
SUP DIST
PROJECT NAME
2005-2006
E
5
Y0TV0506D
4,843
2011-2012
E
5
5_27
5,855
* Approximate length as of July 2005, actual project length may vary.
LENGTH (FT)*
TOTAL (FT)
10,698
TOTAL (MILES)
2