county of los angeles...the sewer condition assessment program will be performing future cctv...
TRANSCRIPT
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKSTo Enrich Lives Through Effective and Caring Service"
GAIL FARBER, Director
February 2, 2009
900 SOUTH FFtEMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460ALHAMBRA, CALIFORNIA 91802-1460
N REPLY PLEASE
REFER TO FILE; SM-1
Mr. Elroy Kiepke, City ManagerCity of Bradbury600 Winston AvenueBradbury, CA 91010-1199
Attention Ms. Claudia Saldana
Dear Mr. Kiepke:
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT YOTV0506D
This letter is to inform you that as part of the Sewer Condition Assessment Program, theCounty of Los Angeles Department of Public Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television (CCTV) inspection of 4,843 feet orapproximately 45 percent of the City of Bradbury's sewer system.
The enclosed report outlines the structural and maintenance ratings of your systembased 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 RatingMap (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 KiepkeFebruary 2, 2009Page 2
The Condition Assessment Report will provide you with details regarding themaintenance and structural condition of your City's sewer mainlines. This informationcan be included in your agency's Sewer System Management Plan as a reference inChapter 8.0, System Evaluation and Capacity Assurance Plan. The segments withcritical maintenance issues have been cleaned and, in some instances, have beenincorporated into our routine cleaning schedule for continued monitoring. In addition,the segments with severe structural defects have either been repaired or will bescheduled 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. to4 p.m., or at rswartz©dpw.lacounty.gov .
Very truly yours,
GAIL FARBERDirector of Public Works
MANUEL DEL REALAssistant Deputy DirectorSewer Maintenance Division
FV:kk1619
Enc.
bc: Programs Development (Ariki)
bc: MdR, KL, FV, File (Project YOTV0506D), SPINDLE
CONDITION ASSESSMENT REPORTCOUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: YOTV0506D PROJECT MGR: Karl EskridgePROJECT DATE: 4/17/06-8/14/06 CONTACT NO: (626) 300-3390SUP. DISTRICT(s): 5 MAP PAGE(S): 2212, 2166, and 2428Report By: Colin McCarter Report Date: 01/13/09
INTRODUCTION
As part of the Sewer Condition Assessment Program, the County of Los AngelesDepartment of Public Works Consolidated Sewer Maintenance District has completedthe closed-circuit television (CCTV) inspection of 4,843 feet or 45 percent of the City ofBradbury's sewer system.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment andCertification Program (PACP) Quick Rating methodology to rank the structural andmaintenance condition of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project YOTV0506D included sewer lines located in both the Unincorporated County ofLos Angeles area and in the Cities of Glendora, Bradbury, Duarte,La Canada Flintridge, and San Dimas. Enclosed for your reference is an overview mapof the project area within your City (Enclosure 1).
DEFECT GRADE DESCRIPTION
The Quick Rating indicates the number of occurrences for the highest severity grade foreach pipe segment for either maintenance or structural defects. A grade of 1 indicatesthat a pipe segment is in excellent condition with minor defects, while a grade of 5indicates that a pipe segment may require immediate attention. A detailed breakdownof 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 todeteriorate. 10 to 20 years
4:POOR: Severe defects that will become grade 5defects within the foreseeable future. 5 to 10 years
5: IMMEDIATE ATTENTION: Defects requiringi mmediate attention.
Has failed or will likely fail within thenext 5 years
Page 1 of 3
MAINTENANCE REPORT
Our inspection revealed that approximately 83.6 percent of the system televised wasfree of blockages or restrictions that would impede sewer flows. However, theremaining 16.4 percent of the inspected pipe segments within the City of Bradbury areahad a PACP maintenance grade of 4 as indicated in the Quick Maintenance RatingTable shown below. These segments have been incorporated into our routine cleaningschedule with corrective action taken as noted on the Quick Maintenance Rating ReportPriority List (Enclosure 2). Also included is a color-coded map showing the quickmaintenance rating for each pipe segment.
QUICK MAINTENANCE RATING TABLE
DEFECTGRADE
PIPELENGTH
(FT)
PERCENT TOTALINSPECTED PIPE
LENGTHNO. SEGMENTS
1: Excellent 252 5.2 22: Good 3,587 74.1 113: Fair 209 4.3 14: Poor 795 16.4 35: Immediate
Attention 0 0 0
TOTAL 4,843 100.0 17
STRUCTURAL REPORT
Our inspection revealed that approximately 92.8 percent of the inspected pipe segmentswithin the City of Bradbury were free of severe structural defects. However, theremaining 7.2 percent of the inspected pipe segments had a PACP structural grade of 4as indicated in the Quick Structural Rating Table shown below. These segments havebeen placed on a priority list based on the severity and the need for action. Item 1 inthe Quick Structural Rating Report Priority List (Enclosure 3) includes defects that donot impact the structural integrity of the pipe. At this time, no action is recommended. Acolor-coded map showing the Quick Structural Rating for each pipe segment is locatedin Enclosure 3. A copy of the actual inspection reports for this segment is included inEnclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECTGRADE
PIPE PERCENT TOTALLENGTH INSPECTED PIPE
(FT) LENGTHNO. SEGMENTS
1: Excellent 3,183 65.7 112: Good 1,156 23.9 43: Fair 154 3.2 14: Poor 350 7.2 15: Immediate
Attention 0 0 0
TOTAL 4,843 100.0 17
Page 2 of 3
FUTURE PROJECTS
The Sewer Condition Assessment Program will be performing future CCTV inspectionsof the remaining sewer lines within the City of Bradbury. For your reference, the CCTVSewer Inspection project schedule for the City of Bradbury is listed in Enclosure 5.
Page 3 of 3
ENCLOSURE 1:
Project Overview Map
C OC O
G L E N D O R AG L E N D O R AA Z U S AA Z U S A
S A N D I M A SS A N D I M A S
C O V I N AC O V I N A
D U A R T ED U A R T E
I R W I N D A L EI R W I N D A L E
M O N R O V I AM O N R O V I A
CO
CO
C OC O
BA
LD
WIN
PA
RK
BA
LD
WIN
PA
RK
CO
CO
LA
VE
RN
EL
AV
ER
NE
W E S T C O V I N AW E S T C O V I N A CO
CO
CO
CO
CO
CO
UP RR
METRO RR
*****
FOOTHILL FRWY
VIAVERDE
OLIVE ST
E ROUTE 66
ROYAL OAKS DR
NA
ZU
SA
AV
ME
RC
ED
AV
E COVINA BLVD
E CIENEGA AV
SAN BERNARDINO FRWY
NV
INC
EN
TA
V EBADILLO
ST
RAMONA BLVD
HUNTINGTON DR
LOS ANGELES ST
AS
T
GLE
NDO
RA
RID
GE
MTW
Y
SS
AN
DIM
AS
AV
MAIN
EAV
ST
EW
AR
TA
V
RO
UTE
210FR
WY
LIVE OAK AV
JOHNSTO
NE P
EAK T
KTR
CENTRAL AV
BU
EN
A V
IST
A S
T
BA
LD
WIN
PA
RK
BLV
D
E CYPRESS ST
VIN
ELA
ND
AV
PUENTEST
FIS
HR
IDG
ET
KT
R
E JUANITA AV
MO
UN
TA
INA
V
DA
MIE
NA
V
ROUTE 30 FRWY
PUENTE
AV
E BENNETT AV
ARROW HWY
PALM AV
E ARROW HWY
PUDDINGSTONE DR
S L
ON
E H
ILL
AV
SANDIM
ASCANYO
NRD
FRAZI
ER
ST
W GLADSTONE ST
E RUDDOCK ST
NP
AS
AD
EN
AA
V
W COVINA BLVD
E PUENTE AV
NS
AN
GA
BR
IEL
AV
TO
DD
AV
E LEMON AV
E BONITA AV
NS
AN
DIM
AS
AV
LA
ND
ISA
V
BR
ES
EE
AV
NW
AL
NU
TA
V
FAIRPLEX
DR
LA
SLO
MA
S R
D
SA
ZU
SA
AV
5TH ST
SV
AL
LE
YC
EN
TE
RA
V
NS
OL
DA
NO
AV
NB
AR
RA
NC
AA
V
NGLENDORA
AV
E WORKMAN AV
E ROWLAND AV
DEODAR LN
NO
RA
NG
EA
V
W ROUTE 66
NLA
RK
EL
LE
NA
V
W BADILLO ST
GUN
CLU
BRD
NG
RA
ND
AV
E ALLEN AV
NL
IVE
OA
KA
V
W CIENEGA AV
E ADA AV
W PUENTE AV
NC
ITR
US
AV
* ****
E ALOSTA AV
COVINA HILLS RD
SOUTH HILLS MTWY
E LEADORA AV
3RD ST
BLUEBIRD RD
ELM
PACIFIC
AV
CLARK ST
NL
OR
AI N
EA
V
NN
OR
AA
V
E PALM DR
FOSTER
AV
W ARROW HWY
MCKINLEY AV
W FOOTHILL BLVD
E 5TH ST
4T
HS
T
SS
HA
MR
OC
KA
V
FIS
HC
AN
YO
NR
D
BIG
DALT
ON
AV
NS
UN
SE
TA
V
FERGUSON MTWY
HA
RL
AN
AV
BASE LINE RD
GR
AN
DA
V
AT
HO
LS
T
W ALLEN AV
SC
ITR
US
AV
E DALTON AV
BLUEBIRD MTWY
RAMONA PKWY
CLUB DR
NC
UL
LE
NA
V
WACO
ST
WILD ROSE AV
BS
T
W PUENTE ST
1ST ST
NV
ER
NO
NA
V
EN
CANTO
PKW
Y
NA
ZU
SA
CA
NY
ON
RDNUBIA ST
BIGDALTON
CANYONRD
W BONITA AV
NW
AB
AS
HA
VE EDNA PL
E 1ST ST
E WINGATE ST
RA
MO
NA
AV
EL
TO
NS
T
E IDAHOME ST
NIR
WIN
DA
LE
AV
E GARVEY AV S
SA
ME
LIA
AV
E CARROLL AV
W 11TH ST
NV
ER
MO
NT
AV
W SIERRA MADRE AVE SIERRA MADRE AV
MESARICA RDNR
EE
DE
RA
V
BADILLO ST
W ROWLAND AV
W 10TH ST
W GARVEY AV N
NW
ILLO
WA
V
W GARVEY AV S
GALEN ST
MO
TO
RA
V
W 8TH ST
SPT CO RR
W BASE LINE RD
SB
AR
RA
NC
AA
V
CA
LE
RA
AV
VIA ESPERANZA
E ITALIA ST
E MEDA AV
E PUENTE ST
PH
ELA
NA
V
W 3RD ST
GARDI ST
2N
DS
T
E GLADSTONE ST
W MAUNA LOA AVHUNTERS TR
E FRONT ST
REED ST
VIN
CE
NT
AV
SE
DA
LIA
AV
SAGA ST
W PARAMOUNT ST
W 1ST ST
LIVE
OAK
LN
PETUNIA ST
ALPHA ST
ROYAL OAKS DR N
ROOT ST
CU
TL
ER
AV
DAWSON AVMASON ST
MERIDIAN ST
JE
RR
YA
V
MAYNARD DR
W CENTER ST
E COLVER PL
FOOTHILL BLVD
BL
EE
CK
ER
ST
YEAGER AV
RIV
ERG
RADE
RD
SL
OR
AIN
EA
V
MO
RE
NO
AV
W JUANITA AV
RIM
RD
WOODLYN LN
PLYMOUTH ST
PADDY
LN
WIL
LO
WA
V
PALOPINTO AV
VE
RD
UG
OA
V
AL
LE
ND
R
DIKE ST
SG
RA
ND
AV
PA
RK
RD
HOLT AV
CO
NE
YA
V
GA
RS
DE
NA
V
EA
SL
EY
CA
NY
ON
RD
SS
AN
JO
SE
AV
GA
LA
NT
OA
V
E FOOTHILL BLVD
GALATEA ST
NL
ON
EH
ILL
AV
NA
RM
EL
DR
COMM
ERCEDR
TAPIA ST
NY
AL
ET
ON
AV
E BASE LINE RD
LA
SE
NA
AV
OA
KB
AN
KD
R
E MARDINA ST
EN
IDS
T
W 4TH ST
W ADA AV
CALLE CARRILLO
ND
AL
TO
NA
VHIL
LTO
PD
R
TO
CIN
OD
R
CA
DL
EY
DR
BROOKRIDGE RD
W COLORADO AV
W EDNA PL
BO
NN
IEC
OV
EA
V
E RENWICK RD
GR
EE
NB
AN
KA
V
E CALORA ST
RID
GE
SID
ED
R
LY
FO
RD
DR
E QUEENSIDE DR
SA
WP
ITLN
MURCHISON AV
N3R
DA
V
E ELGENIA AV
PA
RK
AV
NS
UN
FL
OW
ER
AV
LE
AF
AV
S2
ND
AV
PAYSON ST
S1
ST
AV
NH
OL
LE
NB
EC
KA
V
GO
LD
YR
D
HORMEL AV
CALLE SERRA
CALLE CECILIA
W CYPRESS ST
NA
SP
AN
AV
N C
HA
PM
AN
ST
GHENT ST
W 5TH ST
HICREST RD
SA
INT
MA
LO
AV
BAXTER DR
E LIME AV
NH
OU
SE
RD
R
NLA
NG
AV
HO
ME
RE
ST
AV
SENTINEL DR
TR
ES
SY
AV
ED
RA
AV
VALIANT ST
ATLIN ST
OLD RANCH RD
NR
OC
KV
AL
EA
V
GRONDAHL ST
CHAPARRO R
D
ESSEX ST
HE
INT
ZS
T
ORNELAS ST
N4T
HA
V
ND
ON
NA
BE
TH
AV
CRESCENT DR
JALAPA DR
E BENBOW ST
NC
ER
RIT
OS
AV
E THELBORN ST
NA
LA
ME
DA
AV
WINDSOR DR
E KELBY ST
MIRIAM DR
NLY
AL
LA
V
CA
LL
ELIN
DA
RIDGE DR
ILLINOIS ST
CAMDEN ST
FONDALE ST
W SAN BERNARDINO RD
NE
LL
EN
DR
CHESSON ST
OA
KC
LIF
FR
D
FERNRIDG
EDR
SA
INT
AN
DR
ES
AV
CENTER AV
CL
YD
EB
AN
KA
V
VE
CIN
OD
R
LA
RK
IND
R
BENBOW ST
RE
ED
ER
AV
SA
RM
EL
DR
LA RUE AV
PA
LM
HIL
LLN
E CANNON AV
STONEHENGE DR
NA
LD
EN
VIL
LE
AV
LO
GA
NS
T
NV
ILLA
GE
CT
EDINBURGH RD
LEESIDE ST
JOANBRIDGE ST
CA
LM
IAR
D
NB
EN
DE
RA
V
EL
LE
ND
R
BASHOR ST
CST
WIC
KLN
CHARFORD ST
VA
LE
NC
IAS
T
FIR
CR
OF
TA
V
E DUELL ST
RA
INB
IRD
WY
UPPER TER
FLOOD
CONTR
OL
RD
INA ST
OL
DM
ILL
RD
BROOKS DR
REXW
OO
DAV
VE
CIN
OA
V
GAILLARD ST
SJA
CK
SO
NA
V
FA
IRV
AL
EA
V
NARDIL
LAAV
OM
ALL
EY
AV
CA
LV
AD
OS
AV
CALLEESTRELLA
TE
RR
AD
OD
R
WE
ST
VA
LE
RD
BE
TT
YH
ILL
AV
HAMILTON RD
MO
RA
DA
AV
PA
RK
PL
W CALORA ST
SS
AN
JO
SE
DR
ARMSTEAD ST
W LAXFORD ST
EN
GLE
WIL
DLN
IVY ST
CEDAR LN
SG
LE
ND
OR
AA
V
NS
HE
LLM
AN
AV
SL
AR
KE
LL
EN
AV
RA
NC
HLN
CA
BA
LL
OA
V
PORTOLA ST
MO
NT
EV
IST
AA
V
FA
IRL
EE
AV
E MILTON DR
BUFFALO TR
W MCGILL ST
LINFIELD ST
CU
TTE
RW
Y
BLO
SS
OM
LN
SHADY LN
LA
RIC
AA
V
CALORA ST
ST
EIN
LN
RO
XB
UR
GH
AV
RA
NG
ER
DR
MAVERICK DR
E PETUNIA ST
PRAIRIE DR
CALLE DEL SOL
RIMPATH DRJER
EMIE
ST
DU
DLE
YS
T
ARENA ST
ELDA ST
E DEXTER ST
W 6TH ST
W KIRKWALL RD
E DANES DR
COLLEGE DR
VIA GREGORIO
DU
XF
OR
DA
V
IGL
ES
IAS
T
JOY ST
CODY RD
PA
RK
RO
SE
AV
AE
RO
JE
TA
V
STAR
LIT
LN
E NORMA AV
E NEWHILL ST
NE
LS
PE
TH
WY
NP
AL
MD
R
NA
ST
EL
LA
V
MANOR LN
E HOLLYVALE ST
*****
****
*
****
*
****
*
*****
W 3RD ST
****
*
*****
*****
*****
W ARROW HWY**
***
****
*
*****
****
*
****
*
*****
*****
****
******
*****
*****
****
*
*****
*****
*****
*****
*****
W GLADSTONE ST
*****
*****
*****
*****
*****
*****
*****
E EDNA PL
*****
****
*
S1
ST
AV
S2
ND
AV
*****
****
*
*** *
*
*****
*****
****
*
****
*
****
*
****
*
****
*
****
*
*****
MAYNARD DR
W 1ST ST
****
*
*****
*****
****
*
*****
PAYSON ST
*****
****
*
*****
E NORMA AV
*****
*****
*****
W CYPRESS ST
*****
*****
****
*
**********
*****
W GLADSTONE ST
E 1ST ST
****
*
****
*
*****
*****
*****
****
*
*****
*****
*****
E ARROW HWY
*****
****
*
****
*
****
*
****
*
*****
*****
*****
****
*
****
*
****
*
*****
****
*
*****
****
*
*****
****
*
*****
FOOTHILL FRWY
3RD ST
*****
NS
UN
SE
TA
V
*****
*****
UP RR
*****
*****
*****
*****
****
*
*****
NC
ITR
US
AV
*****
*****
*****
E CYPRESS ST
*****
*****
*****
****
*
****
*
*****
*****
****
*
*****
E PALM DR
****
*
*****
*****
****
*
*** *
*
*****
*****
****
*
*****
****
*
*****
B R A D B U R YB R A D B U R Y
C OC O
P O M O NP O M O N
C OC O
C OC O
C OC O
C OC O
C OC O
C OC O
C OC O
C OC O
C OC OC OC O
C OC O
C OC O
C OC O
C A D I AA D I A
C OC O
C OC O
C OC O
A D I AA D I A
C OC O
Legend
<all other values>
SMD Manholes
!U Other
MH Type
!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( DPW_SMD.nosmd_mh
Parcel Boundary
SMD Operations Maps
Y0TV0506D
CCTV PROJECT
December 11, 2008
Supervisorial District 5
Bradbury, Duarte, Glendora, La Canada Flintridge,
San Dimas, UnincorporatedCounty
0 1,750 3,500 5,250 7,000
Feet
YOTVO506D
O
This map is intended only for internaloperations of the Los Angeles CountySewer Maintenance Districts. LosAngeles County expressly disclaimsany liability for any inaccuracies whichmay be present in this map. Datacontained in this map is produced inwhole or part from the Thomas Bros.Maps® digital database. This map iscopyrighted, and reproduced withpermission granted, by Thomas Bros.Maps®. All rights reserved.
ENCLOSURE 1
PROJECT OVERVIEW
ENCLOSURE 2:
Quick Maintenance Rating Report Priority List
Quick Maintenance Rating Map
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
1 4121 2212-0047 2212-0046 BRAEWOOD DR Roots Rodder (Last Serviced: 7/29/08)2 4131 2166-0178 2166-0177 WINSTON AV Root ball Rodder (Last Serviced: 7/25/08)3 4121 2166-0174 2166-0312 ROYAL OAKS DR Root ball Rodder (Last Serviced: 7/25/08)
ENCLOSURE 2QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF BRADBURY (Y0TV0506D)as of 8/14/06
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CA
LL
EG
RA
NA
DA
BRADBURY HILLS LN
****
*
1ST ST
****
*
*****
*****
2ND ST
RA
NC
HIT
OR
D
48
43
41
60
38
47
56
6734
66
37
59
58
33
54
40
61 62
45
55
44
39
35
46
32
36
63
64
42
50
49
51
57
65
315
313
156
164
174
179
129128
140
149
163
151
131
144
166
143
162
175
145
142
154
130
125126
171
312
167
169
176
172153
157
141
178
123
165
168
148
173
314
152
133
317
180
155
177
318
170
147
150
316
146
132
E-2166-1E-2212-2
124
Legend
SMD Sanitary Sewers
<all other values>
1- EXCELLENT
2- GOOD
3- FAIR
4- POOR
SMD Manholes
!U Other
MH Type
!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( DPW_SMD.nosmd_mh
Parcel Boundary
SMD Operations Maps
Y0TV0506D
CCTV PROJECT
December 11, 2008
Supervisorial District 5
Bradbury, Duarte, Glendora, La Canada Flintridge,
San Dimas, UnincorporatedCounty
0 120 240 360 480
Feet
YOTVO506D
O
This map is intended only for internaloperations of the Los Angeles CountySewer Maintenance Districts. LosAngeles County expressly disclaimsany liability for any inaccuracies whichmay be present in this map. Datacontained in this map is produced inwhole or part from the Thomas Bros.Maps® digital database. This map iscopyrighted, and reproduced withpermission granted, by Thomas Bros.Maps®. All rights reserved.
ENCLOSURE 2
QUICK MAINTENANCE RATING
(QMR)
ENCLOSURE 3:
Quick Structural Rating Report Priority List
Quick Structural Rating Map
Item No. QSR Start MH End MH Street Observation: Location Proposed Corrective Method
1 4221 2166-0176 2166-0175 ROYAL OAKS DR Fractures: 201' and 241' Stuctural integrity in tact. No action needed.
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF BRADBURY (Y0TV0506D)as of 8/14/06
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(!(
!(
!(!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!?
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!(
!?
!(
!(
!(
!(
!(
!(
!( !(
!(
!(
!(
!(
!(
!(
!(
!(
!(
D U A R T ED U A R T E
B R A D B U R YB R A D B U R Y
C OC OM O N R O V I AM O N R O V I A
3RD ST
1ST ST
ROYAL OAKS DR
****
*
2ND ST
E LEMON AV
OA
KA
V
ROYAL OAKS DR N
WO
OD
LY
NR
D
CO
TT
ER
AV
DE
OD
AR
LN
HIG
HL
AN
D A
V
WIN
ST
ON
AV
TE
RR
AD
O D
R
HA
CIE
ND
AD
R
BU
EN
A V
IST
A S
T
ORANGE AV
JU
NIP
ER
OD
R
SO
MB
RE
RO
RD
BA
RR
AN
CA
RD
MIL
TO
NW
OO
DA
V
BRADBURY
HIL
LSRD
RA
NC
HIT
OR
D
FLO
OD
CO
NT
RO
LR
D
CA
BR
ILLO
DR
BR
AE
WO
OD
DR
EA
ST
FO
RD
AV
PO
RT
OL
AD
R
VA
QU
ER
OR
D
DU
NC
AN
NO
NA
V
CA
LL
EM
AR
IPO
SA
CH
IME
SA
V
CA
LL
EG
RA
NA
DA
BRADBURY HILLS LN
****
*
1ST ST
****
*
*****
*****
2ND ST
RA
NC
HIT
OR
D
48
43
41
60
38
47
56
6734
66
37
59
58
33
54
40
61 62
45
55
44
39
35
46
32
36
63
64
42
50
49
51
57
65
315
313
156
164
174
179
129128
140
149
163
151
131
144
166
143
162
175
145
142
154
130
125126
171
312
167
169
176
172153
157
141
178
123
165
168
148
173
314
152
133
317
180
155
177
318
170
147
150
316
146
132
E-2166-1E-2212-2
124
Legend
SMD Sanitary Sewers
<all other values>
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
SMD Manholes
!U Other
MH Type
!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:
Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( DPW_SMD.nosmd_mh
Parcel Boundary
SMD Operations Maps
Y0TV0506D
CCTV PROJECT
December 11, 2008
Supervisorial District 5
Bradbury, Duarte, Glendora, La Canada Flintridge,
San Dimas, UnincorporatedCounty
0 120 240 360 480
Feet
YOTVO506D
O
This map is intended only for internaloperations of the Los Angeles CountySewer Maintenance Districts. LosAngeles County expressly disclaimsany liability for any inaccuracies whichmay be present in this map. Datacontained in this map is produced inwhole or part from the Thomas Bros.Maps® digital database. This map iscopyrighted, and reproduced withpermission granted, by Thomas Bros.Maps®. All rights reserved.
ENCLOSURE 3
QUICK STRUCTURAL RATING
(QSR)
ENCLOSURE 4:
Infrastructure Inspection Reportsfor Grades 4 and 5
aNational Plant Services, INC.
Witten1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: (8001445-3614, Fax: (562) 495-1528
Inspection reportDate:
20060814P.0.#.
YOTV0506DWeather:
1 DrySurveyed 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
City: BRD
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 002
Start MH: 2166-0176
End MH: 2166-0175
pipe length: 348.31 ft
Reason for inspection: F Routine Assessment Dia/Height: C Circular 8/8Material: VCP Vitrified Clay Pipe Pipe Length: 5.0Use of Sewer: SS SanitaryLining Method:
Drain, Area: Category:
Remark:: Fractures ,roots
1:850 position observation MPEG photo grade
2"i6 0.00 Manhole, Remark: Start of Segment 00:01:35
2.10 Water Level, 20 'Y. of cross sectional area 00:01:58 M 2
2.10 Water Mark, 30 °/cr of cross sectional area 00:02:00 M 2
49.40 Tap Factory Made Capped, at 12 o'clock, 6", within 8 inch: YES 00:03:42 0.....,...,...,,,,,,,,_
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
1123.86 Tap Factory Made Capped, at 12 o'clock, 6", within 8 inch: YES 00:06:32
0
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 167a, b S 4
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 169aii, b S 4
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 171ai S 2
-------------, 277.75 Tap Factory Made Capped, at 02 o'clock, 6", within 8 inch: YES, Remark: 00:13:49Roots
295.22 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
2 66-017, 348.31 Manhole, Remark: End of Segment Pipe found VCP 00:16:43
QSR OMR SPR MPR OPR SPRI MPRI OPRI
4221 2200 10I
4 14 3.33 2 2.8
YOTV0506D_v7.mdb // page: 1
ENCLOSURE 5:
CCTV Sewer Inspection Project Schedule
FISCAL YEAR YARD SUP DIST PROJECT NAME LENGTH (FT)*
CCTV PROJECT SCHEDULE Bradbury
E 5 Y0TV0506D 4,8432005-2006
E 5 5_27 5,8552011-2012
TOTAL (FT) 10,698
TOTAL (MILES) 2
* Approximate length as of July 2005, actual project length may vary.