CONSOLIDATED SEWER MAINTENANCE DISTRICT ... LA...E OW RKM ANV WI CIENEG AV E AD V N A C I T R U S A...
Transcript of CONSOLIDATED SEWER MAINTENANCE DISTRICT ... LA...E OW RKM ANV WI CIENEG AV E AD V N A C I T R U S A...
May 28, 2009
TO: Nicholas AgbobuEngineering, Budget, and Office Operations
FROM: Robert SwartzField Operations
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT YOTV0708F
This memo is to inform you that as part of the Sewer Condition Assessment Program,the County of Los Angeles Department of Public Works Consolidated SewerMaintenance District has completed the closed-circuit television (CCTV) inspection of195,437 feet or approximately 5.4 percent of the sewer system within UnincorporatedCounty maintained by the District's East Yard.
The attached 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 Rating
Map (Enclosure 2)• Quick Structural Rating Report Priority List and Quick Structural Rating Map
(Enclosure 3)• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)• CCTV Sewer Inspection Project Schedule (Enclosure 5)
The Condition Assessment Report will provide details regarding the maintenance andstructural condition of our sewer mainlines. This information can be included in ouragency's Sewer System Management Plan as a reference in Chapter 8.0, SystemEvaluation and Capacity Assurance Plan. The segments with critical maintenanceissues have been cleaned and, in some instances, have been incorporated into ourroutine cleaning schedule for continued monitoring. In addition, the segments withsevere structural defects have either been repaired or will be scheduled for repair aspart of the ongoing Accumulative Capital Outlay Project.
bc: RS, FV, File (YOTV0708F)
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0708F PROJECT MGR: Kari Eskridge PROJECT DATE: 10/22/07-12/24/07 CONTACT NO: (626) 300-3390 SUP. DISTRICT(s): 5 MAP PAGE(S): 2343,2301,2300,2299,2342,2256
2257,2344 Report By: Hanna Kebede Report Date: 04/30/2009 INTRODUCTION As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District has completed the closed-circuit television (CCTV) inspection of 195,437 feet or approximately 5.4 percent of the Unincorporated Los Angeles County sewer system maintained by the District’s East Yard. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0708F included sewer lines located in the Unincorporated County of Los Angeles area and the City of Glendora. Enclosed for your reference is an overview map of the project area (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows:
Grade Description Estimate time to Failure
1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future
2: GOOD: Defects that have not begun to deteriorate. 20 years or more
3: FAIR: Moderate defects that will continue to deteriorate. 10 to 20 years
4: POOR: Sever defects that will become grade 5 defects within the foreseeable future. 5 to 10 years
5: IMMEDIATE ATTENTION: Defects requiring immediate attention.
Has failed or will likely fail within the next 5 years
MAINTENANCE REPORT Our inspection revealed that approximately 94.2 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 5.8 percent of the inspected pipe segments within the Unincorporated Los Angeles County area had a PACP maintenance grade of 4 or 5 as indicated in the Quick Maintenance Rating Table shown below. These segments have been incorporated into our routine cleaning schedule with corrective action taken as noted on the Quick Maintenance Rating Report Priority List (Enclosure 2). Also included is a color-coded map showing the quick maintenance rating for each pipe segment.
QUICK MAINTENANCE RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 2,257 1.2 10 2: Good 172,114 88.0 727 3: Fair 9,895 5.0 41 4: Poor 10,680 5.5 38 5: Immediate Attention 491 0.3 2
TOTAL 195,437 100.0 818 STRUCTURAL REPORT Our inspection revealed that approximately 96.2 percent of the inspected pipe segments within the Unincorporated Los Angeles County were free of severe structural defects. However, the remaining 3.8 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 30 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed corrective method will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection reports for these thirty segments are included in Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 147,760 75.6 630 2: Good 14,251 7.3 57 3: Fair 26,008 13.3 101 4: Poor 7,294 3.7 29 5: Immediate Attention 124 0.1 1
TOTAL 195,437 100.0 818
FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the Unincorporated Los Angeles County maintained by the East Yard. For your reference, the CCTV Sewer Inspection project schedule is listed in Enclosure 5.
ENCLOSURE 1:
Project Overview Map
C O V I N AC O V I N A
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 SC OC O
C OC O
C OC O
C OC OW E S T C O V I N AW E S T C O V I N A
C OC O
C OC O
C OC O
UP RR
METRO RR
FOOTHILL FRWY
*****
E ROUTE 66
N A
ZUS
A A
V
E COVINA BLVD
E CIENEGA AV
VIA VERDE
E FOOTHILL BLVD
E BADILLO ST
RO
UTE
210
FR
WY
PUENTE ST
SAN BERNARDINO FRWY
E JUANITA AV
S SAN D
IMAS AV
E ARROW HWY
*****
S LO
NE
HIL
L A
V
E RUDDOCK ST
W COVINA BLVD
N D
AL T
ON
AV
E LEMON AV
E PUENTE AV
E VIA VERDE
S A
ZUS A
AV
S V
ALL
EY
CE
NTE
R A
VE GLADSTONE ST
N B
ARR
AN
CA
AV
N G
LEN
DO
RA
AV
N A
LAM
E DA
AV
W GLADSTONE ST
W ROUTE 66
N L
AR
K E
LLE
N A
V
N S
OLD
A NO
AV
E GARVEY AV N
E ROWLAND AV
E WORKMAN AV
W CIENEGA AV
E ADA AV
N C
ITR
US
AV
E ALOSTA AV
W FOOTHILL BLVD
N P
ASA
DE
NA
AV
COVINA HILLS RD
SOUTH HILLS MTWY
ELM
HOLT AV
W ARROW HWY
E 5TH ST
N S
AN G
ABR
IEL
AV
W 6TH ST
W 4TH ST
S C
ITR
US
AV
E DALTON AV
AVENIDA LOMA VISTA
W PUENTE ST
N V
ERN
ON
AV
N B
ANN
A A
V
S E
LWO
OD
AV
E EDNA PL
E WINGATE ST
E IDAHOME ST
E GARVEY AV S
S A
ME
LIA
AV
COUNTRY CLUB DR
E CARROLL AV
E CYPRESS ST
MESARICA RD
N R
EE
DE
R A
VW ROWLAND AV
W 10TH ST
S S
UN
FLO
WE
R A
V
W 8TH ST
SPT CO RR
S B
AR
RA
NC
A A
V
CA
LER
A A
V
VIA ESPERANZA
E ITALIA ST
E MEDA AV
E PUENTE ST
BAN
NA
AV
W 3RD ST
SCHOOL ST
W MAUNA LOA AV
HUNTERS TR
E FRONT STS
VE
RM
ON
T A
V
REED ST
EATON RD
W ALLEN AVW PARAMOUNT ST
E 3RD ST
PETUNIA ST
N 2
ND
AV
DAWSON AVMASON ST
E MYRTLE AV
W CENTER ST
E COLVER PL
W BADILLO ST
S L
OR
AIN
E A
V
W MEDA AV
W JUANITA AV
W 2ND ST
PLYMOUTH ST
AVENIDA ENTRADA
E MOUNTAIN VIEW AV
WIL
LOW
AV
PALOPINTO AV
W BONITA AV
SYCAMORE AV
DIKE ST
S G
RA
ND
AV
CONE
Y AV
E RUSSELL ST
GA
RSD
EN
AV
S S
AN
JO
SE
AV
SUN
FLO
WER
AV
GA
LAN
TO A
VFA
IRV
ALLE
Y A
V
W DEXTER ST
N E
UC
LA A
V
S C
E RR
ITO
S A
V
GALATEA ST
N LO
NE H
ILL AV
N A
RM
EL
DR
E 6TH ST
E BASE LINE RD
OA
KB
AN
K D
R
E MARDINA ST
EN
ID S
T
W ADA AV
S FE
NIM
OR
E A
V
CALLE CARRILLO
N P
ARK
AV
E MASLINE ST
ROUTE 30 FRWY
HO
LLE
NB
EC
K A
V
W BASE LINE RD
E MAUNA LOA AV
E BELLBROOK ST
S G
LEN
WO
OD
AV
CLARADAY ST
W EDNA PL
BON
NIE
CO
VE
AV
ORANGEPATH ST
E RENWICK RD
E CALORA ST
FARLAND ST
N 3
RD
AV
S P
AS
AD
EN
A A
V
N S
UN
FLO
WE
R A
V
LEA
F A
V
CALLE C
RISTIN
A
E VIRGINIA AV
S 2N
D A
V
E HOLT AVTERRY WY
E WALNUT AV
CE
DA
RG
LEN
DR
N O
RA
NG
E A
V
PAYSON ST
GROVECENTER ST
S 1S
T A
V
N H
OLL
ENB
ECK
AV
FIR
E SHAMWOOD ST
VIA A
LEGRE
E TUDOR ST
N V
IRG
INIA
AV
CALLE SERRA
CALLE CECILIA
W CYPRESS ST
N A
SPA
N A
V
GHENT ST
KENOMA ST
W 5TH ST
WORKMAN ST
N F
AC
TOR
AV
CU
MM
ING
S R
D
S E
NID
AV
N H
OU
SE
R D
R
E VERNESS ST
MASLINE ST
HO
ME
RE
ST
AV
ZARA ST
OLD BADILLO ST
E MARBURY ST
E 4TH ST
FOR
ES
TDA
LE A
V
N R
OC
KV
ALE
AV
GRONDAHL ST
CHAPARRO RD
ALFORD ST
STEPHANIE DR
E HURST ST
JEDBURGH ST
GLENLYN DR
ESSEX ST
N A
CA
CIA
ST
E ELGENIA AV
N 4
TH A
VN
5TH
AV
N D
ON
NA
BE
TH A
V
CRESCENT DR
JALAPA DR
N R
EN
NEL
L A
V
E BENBOW STD
E L
AY
AV
N C
ER
RITO
S AV
N A
ME
L IA
AV
CALLE CIERVOS
E LAXFORD RD
E THELBORN ST
KINGSIDE DR WINDSOR DR
S E
LLI O
TT A
V
E ROWLAND ST
E KELBY ST
RETFORD ST
HEBER ST
S EU
CLA
AV
N L
YA
LL A
V
CA
LLE LIN
DA
DOVER ST
E CENTER ST
DE
LAY
AV
E 10TH ST
E HALTERN ST
W 9TH ST
CAMDEN ST
W HOLLYVALE ST
VALE
NC
IA S
T
E LINFIELD ST
FONDALE ST
MCKINLEY ST
E BENWOOD ST
S A
SP
AN
AV
WILDWOOD MTWY
INDUSTRIAL STROUNDUP RD
N G
RA
ND
AV
BRADFORD DRM
IDS
ITE
AV
GR
EER
AV
CLY
DE
BA
NK
AV
VEC
INO
DR
AVENIDA LADERA
GR
AN
DIN
AV
LAR
KIN
DR
S LO
UIS
E A
V
CALLE
ROSA
RE
ED
ER
AV
WOODCROFT ST
E LOUISA AV
S A
RM
EL
DR
E KIRKWALL RD
BAR
RA
NC
A A
V
S A
CA
CIA
ST
STONEHENGE DR
N A
LDE
NV
ILLE
AV
E 1ST ST
CAMPUS DR
LEESIDE ST
N L
EA
F A
V
B AR
B AR
A A
V
W DUELL ST
RAMBLING RD
S CITR
US
ST
CARDIFF RD
W SAN BERNARDINO RD
C ST
CHARFORD ST
NO
BLE
AV
GAINSBOROUGH RD
FIR
CR
OFT
AV
E ST
PASE
O C
ORR
IDO
LETO
N A
V
JE NIFE
R A
V
S B
EN
DER
AV
E BROOKPORT ST
S V
I RG
INI A
AV
E DUELL ST
BELLEFONT DRCROWN ST
SAN G
ABRIEL PL
RA
INB
IRD
WY
N P
ALM
DR
N O
SBO
RN
AV
UPPER TER
S W
ABA
SH
AV
EDE
NFI
ELD
AV
N V
ICE
RO
Y AV
S H
OU
SE
R D
REA
STB
UR
Y A
V
EASTLAND CENTER DROAK CANYON RD VIA AMARILLA
N C
ED
AR
DR
S LE
AF
AV
N V
OG
UE
AV
CLOVERLAND DR
DA
MA
TO D
R
REM
UD
A DR
GALLARNO DR
ENID
AV
DUELL ST
GAILLARD ST
S J
AC
KS
ON
AV
FAIR
VAL
E A
V
SOLEM
E 8TH ST
S R
OB
IN R
D
O M
ALL
EY
AV
E 9TH ST
AVENIDA LOMITA
CA
LVAD
OS
AV
LA S
ER
EN
A D
R
VIA AMADEO
CALLE ESTRELLA
CURTIS CT
CITRUS EDGE ST
E ORKNEY ST
SANTA ANITA
E EDGECOMB ST
E GROVECENTER ST
E CASAD AV
VIC
ERO
Y A
V
W HEBER ST
W CALORA ST
E RANCHCREEK RD
PASEO DORADO
S S
AN
JO
SE
DR
N L
YM
AN
AV
N C
ALV
ADO
S A
V
ARMSTEAD ST
W LAXFORD ST
E NUBIA ST
IVY ST
LAW
FOR
D S
T
CEDAR LN
S G
LEN
DO
RA
AV
N S
HE
LLM
AN
AV
OAK
TR
EE D
R
BRIDWELL ST
PUM
A C
ANYO
N L
N
UNIVERSITY AV
W NORGATE STS
CAL
VA
DO
S A
V
N P
RO
SP
ERO
DR
N T
OLA
ND
AV
TERRACE DR
MO
NTE
VIS
TA A
V
LOCHLEVEN ST
LYM
A N A
V
AUTO CENTRE DR
MAPLE
INOLA ST
ORKNEY ST
BEN
DE
R A
V
CAMELLIA DR
LINFIELD ST
VALE
NC
IA P
L
S H
EATH
DA
LE A
V
CUTT
ER W
Y
DEVANAH ST
S A
LDE
NV
ILLE
AV
N E
AS
TBU
RY
AV
N S
TAR
CR
EST
DR
HE
ATH
DAL
E A
V
PARKWAY AV
RIM
HU
RS
T A
V
SHADY LN
BRIG
HTV
IEW
DR
S LA
RK
EL L
EN
AV
FREDKIN DR
STEP
HO
RA
AV
BEAV
ERBR
OOK LN
CALORA ST
RO
XB
UR
GH
AV
W RENWICK RD
RA
NG
ER
DR
N F
EN
IMO
RE
AV
S M
IDS
ITE
AV
W CHESTER RD
BRISTO
L RD
ORANGEWOOD DR
POP
PY
LN
W GLENTANA ST
BIR
CH
NEL
L AV
LEE DR
OLI
VE H
ILL
DR
GL E
NFI
NN
AN
AV
PEARLANNA D
R
ROSALYNN DRE NEARFIELD ST
RA
GIN
G W
ATE
RS
DR
E DEXTER STD
AR
FIE
LD A
V
S V
IST A
BO
NIT
A A
V
W KIRKWALL RD
E SAN BERNARDINO RD
E DANES DR
W GHENT ST
COLLEGE DR
MA
NG
RO
VE
AV
SCARBOROUGH LN
E GREENHAVEN STKENT DR
GR
AN
D O
AK
S D
R
KIRKWALL RD
NEWBURGH ST
DU
XFO
RD
AV
W GRISWOLD RD
KEN
DA
LL W
Y
CAL
LE G
ALAN
TE
HA
NLI
N A
V
N B
ANE
WE
LL A
V
N R
IMH
UR
ST
AV
T RA
YM
OR
E A
V
E NORMA AV
N H
EA
THD
ALE
AV
E NEWHILL ST
WANAMAKER DR
COMPROMISE LINE RD
N E
DE
NFIE
LD A
V
W 1ST ST
HANKS ST
WERDEN WY
LOS
CE
RR
ITO
S R
D
E ALGROVE ST
E DALEWOOD ST JOY ST
MARILYN WY
AME
LIA
AV
DU
MA
INE
AVBA
RST
ON
AV
STEW
AR
T D
R
E STUART AV
N T
RE
AN
OR
AV
GENEVA PL
N F
IRC
RO
FT A
V
RANCHO SIMI DR
SAIN
TS CT
E PIONEER DR
1ST TER
JAN
SEN
AV
E LS
PE
TH A
V
KITT
ERIN
G R
D
S LOP
E LN
N E
I LE
EN
ST
SAN
TA F
E A
V
N C
AR
VOL
AV
ADOBE
W FRONT ST
E 2ND ST
CAL
LE C
ABAL
LER
O
N G
RA
ND
VIE
W A
V
E CLOVERMEAD ST
OA
KH
AR
T DR
FAR
BE
R A
V
N W
ES
TRID
GE
AV
N N
EIL
AV
GROVERDALE ST
N B
IXB
Y A
V
ERE
MLA
ND
DR
E LEVEL ST
LAR
K E
LLEN
AV
DU
RR
EL L
AV
W GALATEA ST
NUBIA ST
N M
C K
EE
VE
R A
V
N C
ALM
GR
OV
E A
V
N D
E LA
Y A
V
RANCHO GRANDE DR
N C
ATA
RA
CT
AV
WALKER RD
E ALFORD ST
CALLE PAJAROS
FUC
HS
IA A
V
E NAVILLA PL
S V
EC
INO
DR
W TUDOR ST
BIG
FIR
LN
TRE
AN
OR
AV
DO
DS
WO
RTH
AV
SWAIN ST
LA B
RE
DA
AV
S VI
LLAG
E O
AKS
DR
AKE
L EY
DR
SQUIRE DR
N G
ALA
NTO
AV
FLO
RH
AM
AV
W MOUNTAIN VIEW AV
W VENTON ST
VIA DEL SOL
BRU
NIN
G A
V
WI N
DER
ME
RE
RD
HE
NTO
N A
V
GLENVIEW LN
S M
A RC
ILE
AV
W RONWOOD ST
E JAMES AV
N R
IMS
DAL
E A
V
N FAIRW
AY LN
BRIGHTON CT
CH
AP
AR
RA
L RD
JEREZ ST
W CARTER DR
S TR
EAN
OR
AV
CO
RD
ELIA
AV
BENTLEY CT
N J
EN
IFE
R A
V
CA
LIFO
RN
IA A
V
N D
AN
EH
UR
ST
AV
N B
END
ER
AV
W BAGNALL ST
E LAXFORD ST
HEATHER ST
W BENBOW ST
N V
ECIN
O D
R
FLEETWOOD PL
BROOKPORT ST
S W
OR
T HY
DR
N A
STEL
L A
V
CYP
RESS W
Y
-90 AV
N C
HA
RTE
R D
R
N P
HIL
LIP
S A
V
PASEO CIELO
S B
UR
NA
BY
DR
SCO
TT P
L
DEODAR AV
E HANKS ST
MILLBURGH AV
ASCOT CT
W CASAD ST
PLACER DR
N D
AR
WO
OD
AV
VENTON ST
S W
EST
RID
GE
AV
DAN
EC
RO
FT A
V
HO
WA
RD
AV
N G
ARE
LOC
H A
V
W PAYSON ST
*****
N A
STEL
L A
V
*** *
*
*****
*****
N A
ZUS
A A
V
****
*
****
*
*****
N H
OLL
ENB
ECK
AV
W COVINA BLVD
SAN BERNARDINO FRWY
*****
E HOLT AV
*****
*****
UP RR
*****
*****
LAR
KIN
DR
****
*
*****
*****
*****
W BONITA AV
****
*
*****
DUELL ST
FAIR
VAL
LEY
AV
BAR
RA
NC
A A
V
****
*
E 10TH ST
E THELBORN ST
CITRUS EDGE ST
W 4TH ST
*****
ESSEX ST
****
*
N L
AR
K E
LLE
N A
V
BEN
DE
R A
V
*****
E EDNA PL
*****
BO
NN
IE C
OV
E A
V
MA
NG
RO
VE
AV
W EDNA PL
N 4
TH A
V
E CIENEGA AV
****
*
*****
****
*
****
*
*** *
*
*****
E DEXTER ST
E BADILLO ST
S G
LEN
DO
RA
AV
IVY ST
S G
RA
ND
AV
****
*
*****
S G
LEN
DO
RA
AV
*****
S A
RM
EL
DR RA
GIN
G W
ATE
RS
DR
*****
E MEDA AV
****
*
E 9TH ST
*****
*****
*****
E RENWICK RD
RE
ED
ER
AV
S H
EATH
DA
LE A
V
E HURST ST
*****
E LEVEL ST
****
*
HOLT AV
DE
LAY
AV
GHENT ST
W FOOTHILL BLVD
*****
****
*
E ADA AVE 6TH ST
RE
ED
ER
AV
*****
*****
E PUENTE ST
*****
*****
NEWBURGH ST
*****
*****
*****
GA
RSD
EN
AV
*****
DUELL ST
E EDNA PL
DA
RFI
ELD
AV
E BENBOW ST
*****
E 1ST ST
*****
E WORKMAN AV
E ARROW HWY
LA B
RE
DA
AV
L AR
KIN
DR
*****
ARMSTEAD ST
N G
RA
ND
VIE
W A
V
E HURST ST
E EDNA PL
E GLADSTONE ST
E MEDA AV
****
*
****
*
*****
*****
E TUDOR ST
FOOTHILL FRWY
****
*
UP RR
****
*
E CYPRESS ST
E 2ND ST
N E
A STB
UR
Y A
V
E 5TH ST
W CYPRESS ST
*****
****
*
FAR
BE
R A
V
E NAVILLA PL
*****
N E
DE
NFI
ELD
AV
S G
RA
ND
AV
N T
OLA
ND
AV
*****
W ARROW HWY
N C
ITR
US
AV
*****
CALORA ST
*****
METRO RR
*****
CA
LER
A A
V
E DEXTER ST
*****
GAILLARD STGHENT ST
*****
E LOUISA AV
GLENLYN DR
OA
KB
AN
K D
R
N F
EN
IMO
RE
AV
CALORA ST
*****
E DUELL ST
W 3RD ST
****
*
W 5TH ST
*****
PAYSON ST
*****
TRA
YM
OR
E A
V
CA
LER
A A
V
E MEDA AV
S 2N
D A
V
E-2387-2
E-2344-1
E-2344-2
E-2386-3E-2343-4
E-2343-1
E-2257-1
E-2342-3E-2299-4
E-2299-3
E-2385-2E-2342-1E-2342-2
E-2299-1
E-2384-3
E-2298-3
E-2301-4E-2344-4
E-2387-3
E-2387-1
E-2386-4
E-2384-4
E-2387-4
E-2298-1
E-2301-1E-2300-3
E-2257-4
E-2386-2
E-2343-2E-2300-2
E-2385-3E-2256-4
E-2341-4E-2341-3
E-2344-3
E-2385-1
E-2384-2
C OC O
C OC O
C OC O
C OC OC OC O
C OC O
C OC O
C OC O
C OC O
C OC O
LegendSMD Sanitary Sewers
SMD Sanitary Sewers
SMD ManholesU Other
MH Type!( Standard
!? Siphon
XW Trap
" ‚ Shallow
#* Drop
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 1,200 2,400 3,600 4,800
Feet
Y0TV0708F
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 5121 2300-0101 2300-CITY EDNA PL Roots Rodder (completed: 12/04/08)2 5121 2343-0076 2343-0077 IVESCREST AV Roots Rodder (completed: 12/23/08)3 4H21 2257-0432 2257-0433 COVINA BV Roots Rodder (completed: 10/07/08)4 412B 2299-0008 2299-0009 GLENFINNAN AV Roots; grease Rodder (completed: 04/07/09)5 4721 2300-0008 2257-0433 COVINA BV Roots Rodder (completed: 10/07/08)6 4621 2299-0149 2299-0150 ARMSTEAD ST Root ball Rodder (completed: 04/08/09)7 4421 2257-0434 2257-0436 CONWELL AV Roots Rodder (completed: 10/07/08)8 4333 2299-0220 2299-0221 GALLARNO DR Roots Rodder (completed: 01/30/09)9 4321 2300-0017 2257-0435 BROOKPORT ST Roots Rodder (completed: 10/07/08)10 4321 2299-0148 2299-0149 ARMSTEAD ST Root ball Rodder (completed: 04/07/09)11 4231 2300-0170 2300-0171 COVINA BV Grease Rodder (completed: 03/12/09)12 4222 2299-0180 2299-0181 GLADSTONE ST Roots Rodder (completed: 04/08/09)13 4221 2300-0053 2300-0054 CLOVERMEAD ST Roots Rodder (completed: 10/21/08)14 4221 2300-0113 2300-0136 DRIVEWAY Roots Rodder (completed: 10/21/08)15 4221 2256-0126 2299-0091 WOODCROFT ST Roots Rodder (completed: 04/08/09)16 4131 2299-0221 2299-0222 GALLARNO DR Roots Rodder (completed: 04/07/09)17 4131 2299-0381 2299-0402 RANGER DR Root ball Rodder (completed: 04/07/09)18 4122 2299-0330 2299-0331 ALFORD ST Roots Rodder (completed: 12/22/08)19 4121 2300-0070 2300-0085 MIDSITE AV Roots Rodder: periodic (last cleaned: 11/13/08)20 4121 2300-0083 2300-0084 MIDSITE AV Roots Rodder: periodic (last cleaned: 11/13/08)21 4121 2300-0084 2300-0085 MIDSITE AV Roots Rodder: periodic (last cleaned: 11/13/08)22 4121 2300-0128 2300-0129 BENBOW ST Roots Rodder (completed: 10/01/08)23 4121 2300-0001 2300-0008 ARMEL DR Roots Rodder (completed: 10/07/08)24 4121 2300-0022 2300-0023 BELLBROOK ST Roots Rodder (completed: 10/21/08)25 4121 2301-0014 2301-0015 CASAD AV Roots Rodder (completed: 10/30/08)26 4121 2301-0017 2301-0018 NAVILLA PL Roots Rodder (completed: 12/04/08)27 4121 2301-0018 2301-0019 NAVILLA PL Roots Rodder (completed: 10/30/08)28 4121 2300-0081 2300-0082 HOLLENBECK AV Roots Rodder (completed: 10/30/08)29 4121 2299-0001 2299-0002 ALFORD ST Roots Rodder (completed: 12/02/08)30 4121 2299-0166 2299-0167 NEARFIELD ST Root ball Rodder (completed: 04/8/09)31 4121 2299-0020 2299-0021 ORANGECREST AV Roots Rodder (completed: 04/8/09)32 4121 2299-0021 2299-0138 GALATEA ST Roots Hydrojet (completed: 12/15/08)
ENCLOSURE 2QUICK MAINTENANCE REPORT PRIORITY LIST
UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708F)as of 12/24/07
Page 1 of 2
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
33 4121 2299-0045 2299-0147 ARMSTEAD ST Roots Rodder (completed: 04/07/09)34 4121 2299-0214 2299-0215 RENWICK RD Roots Rodder (completed: 04/08/09)35 4121 2299-0335 2299-0336 GALATEA ST Roots Rodder (completed: 12/22/08)36 4121 2299-0424 2299-0425 CALERA AV Roots Rodder (completed: 04/07/09)
Item No. QMR Start MH End MH Street Observation
1 4131 2299-0221 2299-0222 GALLARNO DR Root ball in lateral connection2 4121 2299-0327 2299-0328 ALFORD ST Root ball in lateral connection3 4121 2299-0327 2299-0328 ALFORD ST Root ball in lateral connection4 4121 2299-0437 2299-0438 WEATHER RD Root ball in lateral connection
The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of Root Ball or Deposit inside the lateral connection. CSMD does not maintain lateral lines: it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines were not included on the Prioirty List above identified with maintenance deficiencies in need of immediate attention by CSMD.
Page 2 of 2
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C O V I N AC O V I N A
C OC OC OC O
UP RR
E CYPRESS ST
N C
ITR
US
AV
E ITALIA ST
SCHOOL ST
REED ST
E FRONT ST
W SAN BERNARDINO RD
W TUDOR ST
E BENBOW ST
N P
ARK
AV
HO
LLE
NBE
CK
AV
E EDNA PL
E NUBIA ST
LAR
KIN
DR
E BENWOOD ST
GRONDAHL ST
W NUBIA ST
N 2
ND
AV
E HURST STN 4
TH A
V
N 5
TH A
V
W FRONT ST
W EDNA PL
E KELBY ST
E SAN BERNARDINO RD
MID
SIT
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V
*****
CO
NW
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AV
FIR
CR
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AV
N 1
ST
AV
N C
ED
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DR
N H
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FAIR
VA
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CA
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NC
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NN
AN
AV N C
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N A
RM
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DR
N E
DE
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AV
FEN
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AV
GENEVA PL
E BELLBROOK ST
E BROOKPORT ST
ELS
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N V
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N E
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W GROVERDALE ST
N T
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ORANGE STP
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CU
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N D
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CA
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A A
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N H
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W PALM DR
N S
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W COTTAGE DR
OA
KB
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E GROVERDALE ST
HO
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GOLDEN GROVE WY
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RA
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N A
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PERSHING CT
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D E
DW
AR
DS
N R
INA
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BELLBROOK ST
W BRIDGER ST
LAR
KIN
DR
N E
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RD
AV
E BENWOOD ST
N A
RM
EL
DR
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VALE
NC
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W EDNA PL
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DR
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DR
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E BENBOW ST
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W COVINA BLVD
N V
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V
CA
LER
A A
V
E TUDOR ST
****
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N H
EA
T HD
ALE
AV
N C
ALV
ADO
S A
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N A
LDE
NV
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AV
N 4
TH A
V
N H
OLL
ENB
ECK
AV
N E
AST B
UR
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CA
LER
A A
VN 2
ND
AV
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E BENWOOD ST
W PALM DR
N C
ALV
ADO
S A
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HO
WA
RD
AV
O M
ALL
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AV
E EDNA PL
E COVINA BLVD
E BENBOW ST
N FE
NIM
OR
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*****
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N 4
TH A
V
N 1
ST
AV
W FRONT ST
N A
RM
EL
DR
E GREENHAVEN ST
N A
RM
EL
DR
N H
EA
THD
ALE
AV
N 5
TH A
VW FRONT ST
N 1
ST
AV
HE
AT H
DA L
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DE
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EL D
AV
N A
RM
EL
DR
CU
RTI
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****
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DE
NFI
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AV
N C
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AR
DR
N F
EN
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AV
N E
AST B
UR
Y A
V
E GROVERDALE ST
3
9
1
8
2
56
74
57
20
11
53
14
34
28
12
18
10
17
60
46
32
21
61
50
33
44
30
43
22
13
40
242325
59
19
27
45
58
62
29
52
89
39
79
64
85
95
68 71
88
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42
70
48
92
36
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15
84
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67
93
96
72
78
51
54
69
86
73
66
55
91
41 87
35
65
63
26
83
37
8175
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56
74
82
3880
90
47
31
97
442
439
436
441
101
443
438
437
433
102
440
432
434
132
105
114
115
124
131
109
107
139
125
118
112
113
137
120
128
127
111
122
129
136
126
108
130
104 106
121
103
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116 117
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138134135
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LegendSMD sanitary Sewers_QMR
1:EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDEATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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C O V I N AC O V I N A
C OC O
C OC OC OC O
C OC O
W E S T C O V I N AW E S T C O V I N A
C OC O
E PUENTE ST
COVINA HILLS RD
E BADILLO ST
S G
RA
ND
AV
*****
HOLT AV
CHAPARRO RD
E ROWLAND ST
OLD BADILLO ST
WORKMAN ST
RAMBLING RD
*****
OA
K C
AN
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D
MIRIAM DR
SAN
JO
AQ
UIN
RD
E CASAD AV
E RANCHCREEK RD
HILLHAVEN DRS
HO
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V
S CO
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S G
LEN
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RA
AV
OA
K T
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DR
E WORKMAN LN
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TA A
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CAMELLIA DR
E THELBORN ST
S A
SH
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DR
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ORANGEWOOD DR
RA
NC
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WIL
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VCENTER COURT DR
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RA
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AV
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AV
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HE
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FOR
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BAN
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AV
N B
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AV
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RA
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VEC
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R
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S OAK PARK RD
N W
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TRID
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AV
E WALNUT CREEK RD
S P
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RA
ND
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ROWLAND ST
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N C
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N F
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TDAL
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V
N N
EA
RG
LEN
AV
BEN
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AV
N M
AD
ILL
AV
N B
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HTV
IEW
DR
N V
EC
INO
DR
KNOLLCREST D
R
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S B
RIG
HTV
IEW
DR
N G
LEN
DO
RA
AV
N SH
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LEN D
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STD
ALE
AV
LINTON DR
S V
EC
INO
DR
FOR
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TDA
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N D
AN
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ST
AV
SOLANO PL
E ALISAL ST
S O
AK
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NY
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RD
RIM
HU
RS
T A
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MA
NG
RO
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KIN
SELL
A A
V
MUSE DR
S S
AN
JO
AQ
UIN
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RANCHO SINALOA DR
N G
RA
ND
AV
****
*
COVINA HILLS RD
*****
N W
ESTRID
GE AV
S FO
RE
STD
ALE
AV
E PUENTE ST
E NAVILLA PL
E NAVILLA PL
E LEVEL ST
N D
E L
AY
AV
E LEVEL ST
N N
EA
RG
L EN
AV
N G
RA
ND
AV
E NAVILLA PL
S V
EC
INO
DR
*****
E DEXTER ST
E ALGROVE ST
N G
LEN
DO
RA
AV
S D
E LA
Y A
V
E CASAD AV
E GROVECENTER ST
SWANEE LN
E LEVEL ST
SQUIRE DR
S P
RO
SP
ER
O D
R
E DEXTER ST
S G
RA
ND
AV
N G
RA
ND
AV
****
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E NAVILLA PL
KNOLLCREST DR
7
2
6
3
548
7934
28
10
22
84
33
97
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15
30
8976
85
87
18
82
88
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96
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29
90
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93
77
20
92
12
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19
23
86
24
14
31
21
81
32
16
80
9
LegendSMD sanitary SewersQMR
1:EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDEATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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C OC O
A Z U S AA Z U S A
C O V I N AC O V I N A
C OC O
A Z U S AA Z U S A
CO
CO
C OC O
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GR
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AV
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ALL
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S C
ITR
US
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GHENT ST
ORKNEY ST
ALCROSS ST
BELLEFONT DR
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****
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ALL
EY
AV
NEWBURGH ST
FONDALE ST
FONDALE ST
DEVANAH ST
GHENT ST
ORKNEY ST ORKNEY ST
VIC
ERO
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72
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109
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218
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230
211
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408
216
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224100
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161
412
182
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214 215
209
167
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172
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101
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227107
53
LegendSMD sanitary Sewers_QMR
1:EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDEATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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1
LegendSMD sanitary SewersQMR
1:EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDEATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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AV
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AV
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V
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R
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BR
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****
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CA
LER
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V
PETUNIA ST
VIC
ERO
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V
S B
AR
RAN
CA
AV
ALFORD ST
*****
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SPE
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GHENT ST
*****
GHENT ST
FONDALE ST
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NFI
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AV
GALATEA ST
ARMSTEAD ST
WE
STR
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V
BAR
RA
NC
A A
V
CITRUS EDGE ST
FOR
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LE A
V
*****
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*****
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TRA
YM
OR
E AV
W BASE LINE RD
CITRUS EDGE ST
S C
ITR
US
AV
*****
S G
RA
ND
AV
*****
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ARVERS AV
GA
LAN
TO A
V S G
RA
ND
AV
RA
NG
ER
DR
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RR
ANC
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V
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INO
DR
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CITRUS EDGE ST
FOOTHILL FRWY
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EN
DER
AV
PAYSON ST
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FIE
LD A
V
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LAY
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AN
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DR
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BAR
RA
NC
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V
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V
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V
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87
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175
134
588
155
173
504
444
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280279
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284
359
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525
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223
188
601
576
356
343
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156
210
470
430
120 274
518
314
133278
496
218
263
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539
176
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230
283
348
292
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340
395
369
521
544
530
264
365
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200
135
130
288
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506
376
195
586
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175
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143
373
268
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372
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510 514
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267
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104
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516
170
390
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152
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327
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402
129
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324
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311
382
312
162
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489
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513
434
508
537
139
519
222
329
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168
196
527141
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494
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346
272
354
229
166
145
333
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119
533
321
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149
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342
572
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SHALLOW
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SHALLOW
SHALLOW
SHALLOW
4
355
604
13
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133
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SHA
LegendSMD sanitary SewersQMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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C OC O
C O V I N AC O V I N A
G L E N D O R AG L E N D O R A
C OC O
UP RR
E CIENEGA AV
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N G
RA
ND
AV
****
*N G
LEN
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N R
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END
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AN
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GLE
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DR
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V
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V
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EN
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AV
GREENHAVEN ST
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AV
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RE
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PA
RK
AV
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S WA
SHIN
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V
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TUDOR ST
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DR
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MA
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IFE
R A
V
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GR
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AV
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MA
NG
RO
VE
AV
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NTO
N A
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GR
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PA
RK
AV
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*****
****
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W CARTER DR
DA
RFI
EL D
AV
TUDOR ST
B S
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*****
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E CIENEGA AV
E BENBOW ST
GROVERDALE ST
DA
RFI
ELD
AV
VEC
INO
DR
E CIENEGA AV
E COVINA BLVD
*****
E CIENEGA AV
BON
NIE
CO
VE
AV
*****
LAN
GH
AM A
V
KID
DE
R A
V
*****
****
*
DA
RFI
ELD
AV
TUDOR ST
RIM
HU
RS
T A
V
L AN
GH
AM
AV
****
*
****
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TUDOR ST
BEN
DE
R A
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****
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W CARTER DR
IVE
SC
RES
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196
142
170
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135
167
594
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174
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115
139
193
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143
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352
183
201
348
175
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148
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136
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106
208
173
127
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132
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SHALLOWSHALLOW
SHALLOW
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164
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137
SHALLOW
LegendSMD sanitary Sewers_QMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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C OC O
C O V I N AC O V I N A
G L E N D O R AG L E N D O R A
C O V I N AC O V I N A
UP RR
E CIENEGA AV
E ARROW HWY
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****
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BA
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GR
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GR
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MA
NG
RO
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STEPHANIE DR
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BON
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AV
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****
*
TUDOR ST
DA
RFI
ELD
AV
73 98
87
92
82
79
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88
72
67
71
69
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81 83
70
80
99
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86
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129
466
152
166
112186
157
154
138
142
188
102
185
113
357
130
111
413
151
337
183
175
144
179
187
133
155
163
131
169
116
160
145
336
353
135
159 178
354
414
176
123
150
125
172100
117
464
115
168
139
143
124
182
140
352
103
348
184
177
121
136
106
127
161128
101
351
104
173
165
158
156
119171
118
170
153105
107
462
146
132
465
174
137
356
148
141
162
126
149
415
134
355
164
463
181
147
120
114
180167
SHALLOW SHALLOW
SHALLOW
SHALLOWSHALLOW
SHALLOW
SHALLOW
LegendSMD sanitary SewersQMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 170 340 510 680
Feet
Y0TV0708F
ENCLOSURE 2
QUICKMAINTENANCE
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 LENGTH OF REPAIR (FT)
1 5143 2300-0165 2300-CITY Grand Av Hole with soil visible: 119'; fractures: 92', 96', 109' Lining: MH to MH 124
2 4F32 2301-0031 2301-0032 Dexter St Fractures:16', 89', 120'; cracks (multiple locations) Lining: MH to MH 311
3 423E 2344-0093 2344-0094 Puente St Fractures: 42', 117', 247; cracks (multiple locations) Lining: MH to MH 344
4 413G 2344-0095 2301-0030 Puente St Fractures: 214'; cracks (multiple locations) Lining: MH to MH 300
5 4632 2344-0096 2344-0097 Dexter St Fractures: 117',161', 174', 204', 208'; cracks (multiple locations)
Lining: MH to MH 274
6 4435 2301-0006 2301-CITY De Lay Av Fractures: 5', 10', 263'; cracks (multiple locations) Lining: MH to MH 278
7 4332 2344-0094 2344-0095 Puente St Fractures: 125',186', 272'; cracks Lining: MH to MH 350
8 4235 2300-0149 2300-0150 Brightview Dr Fractures: 131', 279'; cracks (multiple locations) Structural integrity in tact. No action needed.
9 4232 2343-0040 2343-0043 Groverdale St Fractures: 180', 193'; cracks (multiple locations) Structural integrity in tact. No action needed.
10 4231 2300-0163 2300-0164 Grand Av Broken with soil visible: 221'; fractures: 228' Lining: MH to MH 242
11 4136 2301-0020 2301-0021 Grand Av Fracture: 112'; cracks (multiple locations) Structural integrity in tact. No action needed.
12 4136 2343-0054 2343-0055 Covina Bv Fractures: 128', 165'; cracks (multiple locations) Structural integrity in tact. No action needed.
13 4135 2301-0029 2301-0030 Puente St Fracture: 121' Lining: MH to MH 155
14 4134 2301-0034 2301-CITY Shadyglen Dr Fractures: 93'; cracks (multiple locations) Structural integrity in tact. No action needed.
15 4134 2344-0076 2344-0077 Westridge Av Fractures: 49'; cracks (multiple locations) Lining: MH to MH 228
16 4133 2301-0011 2301-0012 Swanee Ln Fracture: 67'; cracks (multiple locations) Lining: MH to MH 200
17 4133 2301-0029 2301-0031 Grand Av Fractures: 246'; cracks (multiple locations) Lining: MH to MH 337
18 4133 2343-0041 2343-0042 Jenifer Av Fractures: 184'; cracks (multiple locations) Structural integrity in tact. No action needed.
19 4132 2301-0017 2301-0024 De Lay Av Fractures: 223'; cracks: 128', 138' Lining: MH to MH 235
20 4132 2343-0031 2343-0032 Bender Av Fractures: 56'; cracks (multiple locations) Lining: MH to MH 218
21 4132 2343-0035 2343-0036 Dodsworth Av Fractures: 117'; cracks Lining: MH to MH 207
22 4132 2343-0042 2343-0043 Jenifer Av Fracture: 172'; cracks Structural integrity in tact. No action needed.
23 4131 2300-0150 2300-0151 Brightview Dr Broken & fractures: 80' Point Repair
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708F)as of 12/24/07
Item No. QSR Start MH End MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE METHOD LENGTH OF REPAIR (FT)
24 4131 2343-0132 2343-0133 Rimhurst Av Fracture: 99' Structural integrity in tact. No action needed.
25 4122 2343-0088 2343-TRNK Banna Av Fractures: 218' Structural integrity in tact. No action needed.
26 4121 2342-0352 2342-0353 Arrow Hy Fracture: 8' Structural integrity in tact. No action needed.
27 4112 2343-0036 2343-0037 Dodsworth Av Fracture: 125' Structural integrity in tact. No action needed.
28 4100 2299-0041 2299-0042 Rockvale Av Fractures and joint offset: 7' Structural integrity in tact. No action needed.
29 4100 2300-0159 2300-0171 De Lay Av Fracture: 304' Structural integrity in tact. No action needed.
30 4100 2300-0167 2300-0168 Easement by Grand Av Fractures: 24' Structural integrity in tact. No action needed.
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C O V I N AC O V I N A
C OC OC OC O
UP RR
E CYPRESS ST
N C
ITR
US
AV
E ITALIA ST
REED ST
SCHOOL STW SAN BERNARDINO RD
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W NUBIA ST
*****
W EDNA PL
N 2
ND
AV
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TH A
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CO
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CR
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AV
N C
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DR
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ST
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V
CA
L VA
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SE
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LEY
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AT H
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NN
AN
AV N C
ALV
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S A
V
N A
RM
EL
DR
N E
DE
NFI
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AV
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IMO
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E BELLBROOK ST
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W CHESTER RD
ELS
PE
TH A
V
N V
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N E
L SP
ETH
WY
W GROVERDALE ST
N T
RA
YM
OR
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ORANGE STPA
RK
AV
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N E
ASTB
UR
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E GREENHAVEN ST
CU
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N D
UX
FOR
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V
W ORANGE ST
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CA
LER
A AV
N H
EA
THD
ALE
AV
W PALM DR
W COTTAGE DR
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KB
AN
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O M
ALL
EY
AV
N S
AN JO
SE AV
W CYPRESS ST
W FRONT ST
E GROVERDALE ST
W COVINA BLVD
GOLDEN GROVE WY
N L
A B
RE
DA
AV
HO
WA
RD
AV
W GLENTANA ST
RA
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ER
DR
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POLL
AR
D L
N
SECTION CENTER ST
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NV
ILL E
AV
PERSHING CT
N A
LBE
RTS
ON
AV
N F
IRC
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TRA
YM
OR
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V
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DW
AR
DS
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INA
RD
AV
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KIN
DR
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OR
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V
VALE
NC
IA P
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N E
DE
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AV
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LSP
ETH
WY
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A ST B
UR
Y A
V
E BELLBROOK ST
N H
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AV
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ND
AV
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KIN
DR
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KIN
DR
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N E
LSP
ET H
WY
N H
EA
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ALE
AV
N A
RM
EL
DR N C
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AR
DR
CA
LER
A A
V
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N V
ICE
RO
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V
N C
ALV
ADO
S A
V
N A
LDE
NV
ILLE
AV
HO
WA
RD
AV
* ***
*
HE
ATH
DA L
E A
V
N E
ASTB
UR
Y A
V
CA
LER
A A
V
E BENBOW ST
N 4
TH A
V
E BENWOOD ST
O M
ALL
EY
AV
N A
RM
EL
DR
E GROVERDALE ST
W FRONT ST
E BENBOW ST
N 3
RD
AV
E EDNA PL
N F
EN
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AV
N 5
TH A
V
E BENBOW ST
****
*
N 1
ST
AV
W EDNA PL
N E
DE
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AV
E GREENHAVEN ST
N C
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ADO
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EL
DR
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AV
****
*
****
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ST
AV
N FE
NIM
OR
E A
V
N A
RM
EL
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RTI
S A
V
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E COVINA BLVD
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UR
Y A
V
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3
9
1
8
2
56
74
57
20
11
53
14
34
28
12
18
10
17
60
46
32
21
61
50
33
44
30
43
22
13
40
242325
59
19
27
45
58
62
29
52
89
39
79
64
85
95
68 71
88
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42
70
48
92
36
98
15
84
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67
93
96
72
78
51
54
69
86
73
66
55
91
41 87
35
65
63
26
83
37
8175
49
56
74
82
3880
90
47
31
97
442
439
436
441
101
443
438
437
433
102
440
432
434
132
105
114
115
124
131
109
107
139
125
118
112
113
137
120
128
127
111
122
129
136
126
108
130
104 106
121
103
110
116 117
123
138134135
100
119
77
435
133
LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 280 560 840 1,120
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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C O V I N AC O V I N A
C OC O
C OC OC OC O
C OC O
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RA
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AV
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DR
N G
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FOR
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V
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V
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AN
JO
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N N
EA
RG
LEN
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COVINA HILLS RD
S VE
CIN
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****
*
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S G
RA
ND
AV
N D
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AY
AV
E NAVILLA PL
S FO
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STD
ALE
AV
*****
N G
RA
ND
AV
N G
LEN
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AV
WANAMAKER DR
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S D
E LA
Y A
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S G
RA
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AV
N G
RA
ND
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E ALGROVE ST
STARG
LEN
DR
E GROVECENTER ST
N G
RA
ND
AV
E NAVILLA PL
****
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E NAVILLA PL
KNOLLCREST DR
7
2
6
3
548
7934
28
10
22
84
33
97
11
15
30
8976
85
87
18
82
88
95
96
91
13
29
90
83
2594
78
17
93
77
20
92
12
2726
19
23
86
24
14
31
21
81
32
16
80
W E S T C O V I N AW E S T C O V I N A
9
LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
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!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 250 500 750 1,000
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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C OC O
A Z U S AA Z U S A
C O V I N AC O V I N A
C OC O
A Z U S AA Z U S A
CO
CO
C OC O
E ARROW HWY
E GLADSTONE ST
S A
ZUSA
AV
****
*
S C
I TR
US
AV
MASON ST
E RUSSELL ST
N C
ITR
US
AV
GHENT ST
E RENWICK RD
PAYSON ST
W NUBIA ST
N D
ON
NA
BE
T H A
V
N A
ZUS
A A
V
N C
ER
RIT
OS
AV
E LAXFORD RD
E NEWBURGH ST
N A
RM
EL
DR
FONDALE ST
HE
ATH
DA L
E A
V
WOODCROFT ST
E KIRKWALL RD
S FA
IRV
ALE
AV
DIXON ST
LETO
N A
V
S C
ERR
ITO
S A
V
V IC
E RO
Y A
V
N F
EN
IMO
RE
AV
BELLEFONT DR
S P
AS
AD
EN
A A
V
N R
OC
KV
AL E
AV
DEVANAH ST
E ROLAND ST
GALLARNO DR
GAILLARD ST
CE
DA
RG
LEN
DR
O M
ALL
EY
AV
N H
EA
THD
ALE
AV
N A
LDE
NV
ILLE
AV
N H
OL L
EN
BE C
K A
V
ORKNEY ST
N E
ASTB
UR
Y A
V
RA
NG
ER
DR
E NEARFIELD ST
N C
ON
WE
L L A
V
DU
XFO
RD
AV
E NUBIA ST
E WOODCROFT ST
S E
LLIO
T T A
V
NEARFIELD ST
N F
I RC
RO
FT A
V
CELESTE ST
E PAYSON ST
FEN
IMO
RE
AV
W GLADSTONE ST
S A
NG
ELE
NO
AV
W PARAMOUNT ST
MID
SI T
E A
V
E STEPHANIE DR
ALCROSS ST
S S
ALL
Y L
EE
AV
SOUTH ST
BYGROVE ST
NORTH ST
SCO
TT A
VS A
RTH
UR
AV
S R
OS
AL I
ND
A A
V
N A
LBE
RTS
ON
AV
CENTER ST
GR
AN
TLA
ND
DR
GRAGMONT ST
ED
EN
FIE
LD A
V
N E
DE
NFI
ELD
AV
EAS
T S
T
NEWBURGH ST
GLE
NF I
NN
AN
AV
MU
RR
AY
AV
LAR
KIN
DR
KIRKWALL RD
GRANDVIEW DR
W GROVERDALE ST
NO
BLE
AV
GRONDAHL STCALVIN ST
TWIN
TRE
E A
V
MILLBURGH RD
RU
E D
E V
ALL
EE
E CASITA ST
OR
AN
GE
GLE
N A
V
OR
AN
GE
CR
ES
T A
V
FAIR
VAL
E A
V
E WEATHER RD
CINDY LOU CT
LAXFORD RD
E LAXFORD RD
NEARFIELD ST
E NEWBURGH ST
EDE
NFI
ELD
AV R
AN
GE
R D
R
E KIRKWALL RD
E GLADSTONE ST
*****
NEWBURGH ST
E PAYSON ST
OR
AN
GE
CR
EST
AV
GHENT ST
GR
AN
TLA
ND
DR
S C
ERR
ITO
S A
V
GRAGMONT ST
E GLADSTONE ST
RA
NG
ER
DR
N R
OC
KV
AL E
AV
OR
AN
GE
CR
E ST
AV
GAILLARD ST
O M
ALL
EY
AV
S C
ITR
US
AV
GHENT ST
ORKNEY ST
ALCROSS ST
BELLEFONT DR
E RENWICK RD
****
*
O M
ALL
EY
AV
NEWBURGH ST
FONDALE ST
FONDALE ST
DEVANAH ST
GHENT ST
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53
LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
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ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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G L E N D O R AG L E N D O R A
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546 568
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S
LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
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!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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673
589
197
326
358
429
556
277
345
467
383
221
143
373
268
393
431
171
142
471
372
585
511
290
510 514
385
168
602597
335
374
315
571
574
440
398
410
267
380
420
208
104
528
289
549
140
421
563
540
516
170
390
497
432
207
387
389
266
201
152
205
371
339
384
485
567
165101
472
202
226
269
338
327
231
189
402
129
423
499
535
121186
442
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522
193
324
524
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139
579
368
379
138
311
382
312
162
347
489
475
513
434
508
537
139
519
222
329
391
425
168
196
527141
331
494
575
178
177
436
377
438
157
428
346
272
354
229
166
145
333
386
119
533
321
227
603
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149
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388
342
572
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517332
133
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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C OC O
C O V I N AC O V I N A
G L E N D O R AG L E N D O R A
C OC O
UP RR
E CIENEGA AV
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N G
RA
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BAN
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LIN
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ARROW GRAND CIR
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AV
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DR
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BON
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AV
TUDOR ST
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HU
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63
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57
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24
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70
80
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66
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60
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23
29
16
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141
163
199
151
129
202
154
152
189
155
172
179
142
112
604
194
593
138
196
142
170
102
113
203
429
207
357
195
130
146
111
413
197
151
168
186
337
194
169
144
140
335
187
133
187
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608
198
131
116
160
145
144
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182
150
179
165
198 353
185
159
184
135
167
594
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174
354
414
123
150
157
152
125
100
590606
117
160
177
596
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115
139
193
595
143
176
140
352
183
201
348
175
200
148
191
149
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192
204428
121
136
199
180
106
208
173
127
171
176
156
128
101
188
351
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118
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349
158
592
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105
107
146
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132
162
147
197
143
350
191
356
182
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181178
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427
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148
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190
162
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153
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324
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120
114
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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C OC O
C O V I N AC O V I N A
G L E N D O R AG L E N D O R A
C O V I N AC O V I N A
UP RR
E CIENEGA AV
E ARROW HWY
E COVINA BLVD
****
*
BAN
NA
AV
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N S
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CALORA ST
TUDOR ST
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MA
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AV
N C
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FLO
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LA A
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GR
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PA
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AV
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GREENHAVEN ST
N B
ON
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AV
BAR
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N A
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N S
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N G
RE
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PA
RK
AV
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GR
AM
MO
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AV
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GLE
NO
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AV
S S
UN
FLO
WE
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V
KID
DE
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GA
RSD
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AV
BA
RST
ON
AV
****
*
MA
NG
RO
VE
AV
RE
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ER
AV
GR
EE R
AV
E CIENEGA AV
GR
EER AV
MA
NG
RO
VE
AV
DA
RFI
ELD
AV
* ** *
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STE
PH
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A A
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CALORA ST
TUDOR ST
*****
STEPHANIE DR
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BON
NIE
CO
VE
AV
E CIENEGA AV
****
*
TUDOR ST
DA
RFI
ELD
AV
73 98
87
92
82
79
8994
8597
95
88
72
67
71
69
65
6896
81 83
70
80
99
93
91
66
86
8490
129
466
152
166
112186
157
154
138
142
188
102
185
113
357
130
111
413
151
337
183
175
144
179
187
133
155
163
131
169
116
160
145
336
353
135
159 178
354
414
176
123
150
125
172100
117
464
115
168
139
143
124
182
140
352
103
348
184
177
121
136
106
127
161128
101
351
104
173
165
158
156
119171
118
170
153105
107
462
146
132
465
174
137
356
148
141
162
126
149
415
134
355
164
463
181
147
120
114
180167
SHALLOW SHALLOW
SHALLOW
SHALLOWSHALLOW
SHALLOW
SHALLOW
LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
Maintained by Others:Trunk Sewerlines
+C SMD Treatment Plants
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
YOTVO7O8F
CCTV PROJECT
APRIL 2009
Supervisorial District 5Unincorporated County
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 170 340 510 680
Feet
Y0TV0708F
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
ENCLOSURE 4:
Infrastructure Inspection Reports for Grades 4 and 5
National Plant Services1461 Harbor Avenue
tifilifti3Long Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071105P.O.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
529PSR:97801
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071105
Pre-Cleaned:J Jetting
Map Grid #:2300
Street: GRAND AV
City: ZLAE
Location Code: A Main Highway - Urban
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2300-0165
End MH: 2300-CITY
pipe length: 124.33 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 145
Use of Sewer: SS SanitaryLining Method
Drain, Area 2300 Category:
Remark:: NONE
1:325 position observation MPEG photo grade
00-016 000 Upstream Manhole, Survey Begins 2300-0165 549_1a, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 °/0 of cross sectional area M 2
9.74 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch YES 0001:22 549_4a
35.95 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:0218 549_5a
1
92_49 Fracture Multiple, from 03 to 06 o'clock, within 8 inch: YES 00:04:14 549 _ 6a . b S 4
95.91 Tap Factory Made Capped, at 09 o'clock, 6, within 8 inch: YES 00:04:35 549_7a
96.31 Fracture Multiple, from 02 to 08 o'clock, within 8 inch: YES 00.04:47 549_8a, b S 4
109.16 Fracture Multiple, from 02 to 07 o'clock, within 8 inch: YES 00.05:29 549 _ 9a , b S 4
119.81 Hole Soil Visible, from 02 to 05 o'clock, within 8 inch: YES 00:06:07 549 10a b S 5_ ,
0-CI 124.33 Downstream Manhole, Survey Ends 2300-CITY 00:06:55 549 _11a
QSR QMR SPR MPR OPR SPRI i MPRI OPRI_ .
5143 2200 17 4 21 4.25 2 3.5
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue10/11ill Long Beach, CA 90813-2741
Tel: 562436-7600, Fax: 562-495-1528
Inspection reportDate:
20071023P.0.#:
YOTV0708FWeather:
1 DrySurveyed By
J SALASsection number:
175PSR:97752
Total Pipe Length: Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071023
Pre-Cleaned:J Jetting
Map Grid #:2301
Street. DEXTER ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0031
End MH: 2301-0032
pipe length: 311.12 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 238
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2301 Category:
Remark:: MN # REVERSED ON MAP
1:775 position observation MPEG photo grade
2 -003‘, 0.00 Upstream Manhole, Survey Begins 2301-0032 2103, b
0.00 Water Level, 5 % of cross sectional area M 2
C\\
0.00 Water Mark, 10 % of cross sectional area M 2
5.22 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch. YES 00:00:49 2105
16.67 Fracture Circumferential, from 01 to 04 o'clock, within 8 inch: YES 00:01:15 2106, b S2
28.12 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:44 2108
km83.86 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 0003:18 2109, b S 2
89 38 Fracture Multiple, from 1210 12 o'clock, within 8 inch: YES 00:03:38 2111, b S 4
93.50 Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:04:00 2113. b S 3
98 52 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 0004:18 2115
117.20 Crack Longitudinal, at 03 o'clock, within 8 inch: YES 00:05:05 2116, b S 2
120.51 S1 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES, start 00:0525 2118, b S 4
131.56 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:06:06 2120
157.97 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 0007:18 2121
187.60 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:08:16 2122
---------------...„. 215.92 'Crack Longitudinal, at 10 o'clock, within 8 inch: YES 00:09:23 2123 S 2
307 61 Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES, end 00:11:51 2124 6
309.92 F1 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES, end 00:12:51 2125 S 4
311.12 Vermin Cockroach, within 8 inch: YES 00:13:16 2127, b M 12. 1 -0032
311.12 Downstream Manhole, Survey Ends 2301-0031 00:1328 2129
QSR QMR SPR MPR OPR SPRI MPRI _I OPRI
4G32 nil 170 5 175 3.78 1.87 3.65
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection report
YOTV0708FWeather.
1 DrySurveyed By.
J SALASsection number:
73PSR:93347
Survey CustomerLACDPW
System Owner:ZLAE
Clean Date:20071017
Pre-Cleaned.J Jetting
Map Grid #2344
Date:20071018
Total Pipe Length:
Street: DEXTER ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH:
End MH:
pipe length:
2344-0096
2344-0097
274.67 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 251
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2344 Category:
Remark:: MH# REVERSED ON MAP
1:594 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2344-0097 869, b
0.00 Water Level, 5 % of cross sectional area M 2
-0096 0.00 Water Mark, 10 % of cross sectional area M 2
5.52 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:00:51 871
16.87 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:21 872
67.59 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:57 873
94.80 Crack Longitudinal, at 05 o'clock, within 8 inch: YES 00:03:58 874, b S 2
103.44 Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: YES 00:04:57 876
117.90 Fracture Multiple, from 04 to 08 o'clock, within 8 inch: YES 00:06:23 877, b S 4
: ..31 66 Crack Multiple, from 04 to 08 o'clock, within 8 inch: YES 00:07:11 879, b S 3
lig45 01' Crack Multiple, from 02 to 08 o'clock, within 8 inch: YES
Factory Made Active, at 02 o'clock, 6", within 8 inch: YES
00:08:13
00:09:09
881, b
883
S 3
157.47 Tap
1 161 49 Fracture Multiple, from 03 to 08 o'clock, within 8 inch: YES 00:09:40 884, b S 4
' I 174.94 Roots Fine Joint, from 03 to 08 o'clock, within 8 inch: YES 00:10:59 886
I174.94 Fracture Multiple, from 02 to 08 o'clock, within 8 inch: YES 00:11:13 887, b S 4
180.67 Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: YES 00:11:58 889
I
181.47 Roots Fine Joint, at 09 o'clock, within 8 inch: YES
Fine Joint, at 03 o'clock, within 8 inch: YES
00:12:20
0013:40
890, b
892, b201.76 Rootsr
204.97 Fracture Multiple, from 04 to 09 o'clock, within 8 inch: YES 00:14:10 894, b S 4
208.79 Fracture Multiple, from 08 to 04 o'clock, within 8 inch: YES 00:15:05 896, b S 4=IM 225.96 Roots Fine Joint, from 12 to 12 o'clock, within 8 inch: YES 00:16:14 898, b
I 232.49 Roots Fine Joint, from 11 to 04 o'clock, within 8 inch: YES 001649 900, b
I 00:17:21 902. b S4•
239.52 Fracture Multiple, from 04 to 09 o'clock, within 8 inch: YES
245.14 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES 00:17:56 904
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax 562-495-1528
Inspection reportP #
YOTV0708FWeather
1 DrySurveyed By.
J SALASsection number:
73PSR:93347
Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071017
Pre-Cleaned:J Jetting
Map Grid #:2344
Date:20071018
Total Pipe Length:
1:594 position observation MPEG photo grade
Crack Longitudinal, at 08 o'clock, within 8 inch: YES 00:18:41 905, b S 2
Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: YES 00:19:04 907
Downstream Manhole, Survey Ends 2344-0096 00:1959 908
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4832 2200 34 4 38 3.4 2 3.17
YOTV0708F_FinalSubmittal_20071219.mdb // page: 2
National Plant Services1461 Harbor AvenueWalk° Long Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071023P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
161PSR:97727
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071023
Pre -Cleaned:J Jetting
Map Grid #:2301
Street: DE LAY AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0006
End MH: 2301-CITY
pipe length: 278.48 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 208Lining Method:
Drain, Area: 2301 Category:
Remark:: NONE
1:700 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2301-0006 1883, b
2• 0.00 Water Level, 5 of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
5.72 Fracture Multiple, from 0310 09 o'clock, within 8 inch: YES 00:01:03 1885, b S 4
10.75 Fracture Multiple, from 03 to 10 o'clock, within 8 inch: YES- 00:01:35 1887, b S4
35.55 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:41 1889
93 73 Crack Multiple. from 08 to 10 o'clock. within 8 inch- YES 00:0326 1890, b S 3
58.35 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:03:51 1892
:-.6.67 Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:04:49 1893, b S 3
96.91 Crack Multiple. from 1210 12 o'clock, within 8 inch: YES 0005.24 1895, b S 3
121.62 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:06:21 1897
ib.bit■ Crack Multiple, Irom 01 to 06 0 clock,. within 8 inch. l e ES 00:06:83 b oo, 0 S 3
137.79 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 000709 1900
138.49 Crack Circumferential, from 08 to 04 o'clock, within 8 inch: YES 000729 1901, b S 1
145.82 Crack Longitudinal, at 10 o'clock, within 8 inch: YES 00:08:04 1903, b S2
'4943 Crack Multiple. from 12 to 12 o'clock, within 8 inch: YES 0008-26 1905, h S 3
176.55 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:09:24 1907, b S 2
194.22 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:10:03 1909
227.16 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:11:05 1910
243.03 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:11:44 1911
261. 11 Fracture Multiple, from 06 to 12 o'clock, within 8 inch: YES 00:12:24 1912, b S 4
263 62 Fracture Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:12:44 1914, b S401-CI
278.48 Downstream Manhole, Survey Ends 2301-CITY 0013:46 1917
QSR OMR SPR MPR OPR SPRI MPRI OPRI4435 2200 36 4 40 3 2 2.86
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services
'Tr&1461 Harbor Avenue'elf 11 g Beach, CA 90813-2741Lon
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071018P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
30PSR:93346
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071018
Pre-Cleaned:J Jetting
Map Grid #:2344
Street: PUENTE ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2344-0094
End MH: 2344-0095
pipe length: 350.79 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 327
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2344 Category:
Remark:: NONE
1:875 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2344-0094 431, b
0.00 Water Level, 5 of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
44.09 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:02:10 433, b S 2
61.16 Crack Longitudinal, at 08 o'clock, within 8 inch: YES 00:03:17 435, b S 2
65.18 Tap Factory Made Capped, at 02 o'clock, 6", within 8 inch: YES 000549 437
125.13 Fracture Multiple, from 04 to 08 o'clock, within 8 inch: YES 00:08:35 438, b S 4
1151.34 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES 00:09:59 440
,
186.19 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:11:43 441, b S4
1217.32 Crack Longitudinal, at 08 o'clock, within 8 inch: YES 00:13:27 443, b S2
C\ 239.42 Tap Factory Made Active, at 02 o'clock, 5", within 8 inch: YES 00:14:42 445
255.59 Tap Factory Made Active, at 02 o'clock, 5", within 8 inch: YES 00:15:37 446
272.96 Fracture Multiple, from 03 to 07 o'clock, within 8 inch: YES 00:16:34 447, b S 4
304 29 Crack Multiple, from 07 to 08 o'clock, within 8 inch: YES 00:19:02 449 S 3
331.11 Crack Multiple, from 05 to 08 o'clock, within 8 inch: YES 002110 450. b
350.7909 Downstream Manhole, Survey Ends 2344-0095 00:22:45 452
QSR QMR SPR MPR OPR SPRI MPRII2
OPRI
4332 2200 24 4 28 3 2.8
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
tmkBNational Plant Services
1461 Harbor AvenueLong Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportP #
YOTV0708FWeather:
1 DrySurveyed By: section number:
J SALAS 72PSR93345
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date Pre-Cleaned:20071017 J Jetting
Map Grid #2344
Date20071018
Total Pipe Length:
Street: PUENTE ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2344-0093
End MH: 2344-0094
pipe length: 344.66 ft
Reason for inspection: F Routine Assessment Dia/Height: C 818Material: VCP Pipe Length: 338
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2344 Category:
Remark:: CRACKS
1:850 position observation MPEG photo grade
2.44-0093 0.00 Upstream Manhole, Survey Begins 2344-0093 00:00:03 847, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
28.92 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:48 849
42.38 Fracture Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:03:34 850, b S 4
57 14 Crack Multiple, from 03 to 09 o'clock. within 8 inch: YES 00:04:22 852, b S 3
117.90 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:06:31 854, b S 4
1
154.86 Crack Multiple, from 06 to 01 o'clock, within 8 inch: YES 00:07:55 856, b
1
183.58 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
Multiple. from 0 I to u6 o'clock, within 8 inch. YES
00:0923 858
00 00.42 850, 5 S3. . ) Crock%.A.
-1.11.46 Crack Multiple. from 06 to 12 o'clock, within 8 inch: YES 00:10:28 861, b S3
204 17 Si Crack Multiple. from 02 to 10 o'clock, within 8 inch: YES, start 00:10:49 863, b S3
308.81 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 001414 865
324.78 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:1456 866
338.04 Fl Crack Multi: L:in 02 to 10 o'clock, within 8 inch: YES, end 00.15:37 8672. -0094
344.66 Downstream Manhole, Survey Ends 2344-0094 0016:21 868
DSR QtoR SPR MPR OPR SPRI MPRI OPRI
423E 2200 101
F
4 105 3.06 2 3YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
, National Plant Services
'oeinean 1461 Harbor AvenueLong Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071025P.O.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
189PSR:97784
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071025
Pre-Cleaned:J Jetting
Map Grid #:2300
Street: BRIGHTVIEW DR
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2300-0149
End MH: 2300-0150
pipe length: 303.59 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 290
Use of Sewer SS SanitaryLining Method:
Drain. Area: 2300 Category:
Remark:: NONE
1:750 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2300-0149 2258, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
00-0149 12.55 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 0001:01 2260
15.16 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:13 2261
3341 Crack Multiple, from 07 to 090 cluck, within 8 inch. YES 00:0156 2262, b
78 63 Crack Multiple, from 01 to 05 o'clock, within 8 inch: YES • 00:03:26 2264, b S 3
79.64 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:03:42 2266../
.1 25 Crack Multiple. from 06 to 11 o'clock. within 8 inch: YES S 300:03:55 2267. b
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:04:11 2269
Crack Millti pl e. fr,-,n 09 to 03 0',10ck. within 8 inch YES 00-051 ' 2270. b S 3
112.38 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:05:45 2272
1
131.16 Fracture Multiple, from 01 to 05 o'clock, within 8 inch: YES
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES
00:0629 2273, b S 4
0006:46 2275132 26
. 186.49 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:08:33 22761
31 it Crack Multiple, from 07 to 120 clock, within 8 inch: YES 00:08:54 2277, b SC\
199.15 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:09:25 2279• AN222.14 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:10:21 2280 41".230.38 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:10:44 2281, b S2
233.69 Crack Longitudinal, at 04 o'clock, within 8 inch: YES 001106 2283, b S 2
Ir 248.86 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:11:47 2285
278.78 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:12:53 2286
,..ArAli- 1-- 279 99 Fracture Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:13:05 2287, b S 4
281 29 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:13:29 228900-0150
303.59 Downstream Manhole, Survey Ends 2300-0150 00:14:33 2291
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4235 2200
1
27 4 31 3 2 2.82
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel' 562-436-7600, Fax 562-495-1528
Inspection reportP.0 #:
YOTV0708FWeather
1 DrySurveyed By.
J SALASsection number:
381PSR.93856
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #•2343
Date20071030
Total Pipe Length:
Street: GROVERDALE ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0040
End MH: 2343-0043
pipe length: 267.03 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 254Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2343 Category:
Remark:: MH # REVERSED ON MAP
1:675 position observation MPEG photo grade
2 3-0040 0.00 Upstream Manhole, Survey Begins 2343-0043 142, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
9.24 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:05 144
85.36 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:03:15 145
1
103.34 Crack Spiral, from 01 to 05 o'clock, within 8 inch: YES
Crack Circumferential, from 08 to 03 o'clock, within 8 inch: YES
00:04:04 146, b
00:05:39 148, b
S 2
S 1. 130.25
1
'
158.37--?
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:06:48 150
169.92 Crack Multiple, from 02 to 06 o'clock, within 8 inch: YES 00:07:20 151, b S 3
179.56 Roots Fine Joint, from 12 10 02 o'clock, within 8 inch: YES 00:07:47 153, b
180.17 Fracture Multiple, from 03 to 06 o'clock, within 8 inch: YES 00:08:01 155, b S 4
193.42 Fracture Multiple, from 12 to 08 o'clock, within 8 inch: YES 00:08:36 157, b S 4
200.0P Crack kliiitiolo from 02 to OR o'clock. within 2, inch YES 00-0010 i59, h F,
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:09:44 161
—\
218.23
225.96 Roots Fine Joint, at 09 o'clock, within 8 inch: YES 00:10:11 162, b
263.12 Crack Circumferential, from 0310 09 o'clock, within 8 inch: YES 00:11:32 164, b S 12 -0043
267.03 Downstream Manhole, Survey Ends 2343-0040 00:12:28 167
QSR QMR SPR MPR OPR SPRI MPRI OPRI
42321
2200I
18 4 22 2.57 2I
2.44
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax. 562-495-1528
Inspection reportP #
YOTV0708FWeather:
1 DrySurveyed By
J SALASsection number:
527PSR:97798
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date20071105
Pre-Cleaned:J Jetting
Map Grid 4:2300
Date:20071105
Total Pipe Length:
Street: GRAND AV
City: ZLAE
Location Code: A Main Highway - Urban
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2300-0163
End MH: 2300-0164
pipe length: 242 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 290
Use of Sewer: SS SanitaryLining Method:
Drain. Area 2300 Category:
Remark:: NONE
1:600 position observation MPEG photo grade
2 00-0163 0.00 Upstream Manhole, Survey Begins 2300-0163 547_1a, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
3997 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:01:54 547_4a
192.49 Tap Factory Made Capped, at 09 o'clock, 6", within 8 inch: YES 00:03:31 547_5a
148.83 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:05:16 547 6a
220.74 Water Level, 15 % of cross sectional area 00:07:30 547_7a M 2
221 24 Fracture Multiple, from 12 to 12 o'clock, within 8 inch: YES 00.07:40 547_8a, b S 4
222.34 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:0759 547_9a
228.47 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:08:33 547 10a b S 4_ ,
230.18 Water Level, 5 °/. of cross sectional area 00:08:53 M 2
238.51 Crack Multiple, from 12 to 12 o'clock, within 8 .. YES 00:09:09 547_12a, b S 300-0164
242.00 Downstream Manhole, Survey Ends 2300-0164 00:10:35 547_13a
OSR OMR SPR MPR OPR SPRI MPRI OPRI
4231 2400 11 8 19 3.67 2 2.71
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel, 562-436-7600, Fax 562-495-1528
Date:20071018
Total Pipe Length:
Inspection reportP 0
YOTV0708FWeather
1 DrySurveyed By:
J SALASsection number
31PSR97751
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071018
Pre-Cleaned:J Jetting
Map Grid #2344
Street: PUENTE ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2344-0095
End MH: 2301-0030
pipe length: 300.28 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 350
Use of Sewer: SS SanitaryLining Method
Drain. Area: 2301 Category:
Remark:: CRACKS
1:750 position observation MPEG photo grade
0.00-009 Upstream Manhole, Survey Begins 2344-0095 453, b
0.00 Water Level, 5 % of cross sectional area M 2
J_ \ 0.00 Water Mark, 10 % of cross sectional area M 2
I 4.10 Crack Multiple, from 04 to 07 o'clock, within 8 inch: YES, 00:01:18 455, b S 3
17.78 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:01:39 457, b S 2
26.41 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:12 459
29 Crack Multiple, from 07 to 12 o'clock, within 8 inch- YES 00:0301 460, b 5:3
74.92 Crack Spiral, from 06 to 10 o'clock, within 8 inch: YES 00:04:24 462, b S 2
C\/-' .5 76 S1 Crack Multiple, from 0310 09 o'clock, within 8 inch: YES, start
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
0005:00 464, b
00:07:37 466
5 .,
149.03
/
214.11 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:10:00 467
214.11 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:10:11 468, b S 4
294.35 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:14:15 470
:96 96 F1 Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES, end 00:14:32 471 S ::.2.01-0030
300 28 Downstream Manhole, Survey Ends 2344-0030 00:1509 472
QSR QMR SPR MPR OPR SPRI MPRI OPRI
413H 2200 140 4 144 2.98 2 2.94
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportP 0
YOTV0708FWeather:
1 DrySurveyed By: section number:
J SALAS 172PS R:97740
Survey CustomerLACDPW
System Owner:ZLAE
Clean Date: Pre-Cleaned:20071023 J Jetting
Map Grid 4.2301
Date:20071023
Total Pipe Length:
Street: GRAND AVE
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media 4: 1
Start MH: 2301-0020
End MH: 2301-0021
pipe length: 152.85 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 152Lining Method:
Drain. Area: 2301 Category:
Remark:: MH # REVERSED ON MAP
1:375 position observation MPEG photo grade
201.0020 0.00 Upstream Manhole, Survey Begins 2301-0021 2057, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
-----------________ I r .i i Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES , 00:0113 2059, b S ,..
30 43 Roots Fine Joint, at 09 o'clock, within 8 inch: YES 000147 2061, b
43.18 Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:02:22 2063, b S 3
163.17 Roots Fine Joint, at 09 o'clock, within 8 inch YES 0003:14 2065, b
.186 47 Crack Multiple, from 09 to 01 o'clock, within 8 inch: YES 00:04:01 2067, b S 3
106 45 Crack Multiple, from 09 to 03 o'clock, within 8 inch: YES 0004'52 2069, b S 3
112.68 Fracture Multiple, from 07 to 11 o'clock, within 8 inch: YES 00:05:19 2071, b S 4
125.93 Crack Multiple. from 12 to 12 o'clock, within 8 inch: YES 00:05:58 2073. b S 3
142 61 Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:06:39 2075, b S 3
2.01.0021 152.85 Downstream Manhole, Survey Ends 2301-0020 0007:23 2078
OSR C/MR SPR mPR OPR SPRI MPRI OPRI
4136 2200 22 4 26 3.14
r
2 2.89
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
V0111/1111 Long Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071031P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
392PSR:93868
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071031
Pre-Cleaned:J Jetting
Map Grid #:2343
Street: COVINA BV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0054
End MH: 2343-0055
pipe length: 170.22 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 216Lining Method:
Drain. Area: 2343 Category:
Remark:: MH # REVERSED ON MAP
1:425 position observation MPEG photo grade
2 3-0054 0.00 Upstream Manhole, Survey Begins 2343-0055 00:14:31 414, b
0.00 Water Level, 15 % of cross sectional area 00:14:34 M 2
0.00 Water Mark, 20 of cross sectional area 00:14:36 M 2
1 400 Crack Multiple, from 07 to 11 o'clock. within 8 inch: YES . 00:01:24 416, b S .'
41 98 Crack Multiple, from 08 to 12 o'clock, within 8 inch: YES 00:02:30 418. b S
46.50 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:56 420
51 22 Crack Multiple. from 08 to 12 o'clock. within 8 inch: YES 00:03:14 421, b S :-
? 54.63 Crack Longitudinal, at 11 o'clock, within 8 inch: YES 00:03:36 423, b S 2
?
108 06 Crack Multiple, from 12 to 06 o'clock, within 8 inch: YES 00:05:18 425, b
114.89 Crack Circumferential, from 08 to 11 o'clock, within 8 inch: YES 00:05:47 427, b S 1
128.24 Fracture Multiple, from 02 to 07 o'clock, within 8 inch: YES 00:06:26 429, b S 4
161.49 Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:07:29 431, b o-
165.00 Fracture Lo dinal, at 09 o'clock, within 8 inch: YES 00:07:47 433, b S 32. -0055
170.22 Downstream Manhole, Survey Ends 2343-0054 00:08:25 436
OSR OMR SPR MPR OPR SPRI MPRI OPRI
4136 2200 25 I 4 29 2.78 2 2.64
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor AvenueWI° Long Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071019P.O.#:
Y01'V0708FWeather
1 DrySurveyed By:
J.SALASsection number:
10PSR:97750
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071018
Pre-Cleaned:J Jetting
Map Grid #:2301
Street: GRAND AVE
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0029
End MH: 2301-0031
pipe length: 337.13 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 353Lining Method:
Drain. Area: 2301 Category:
Remark:: MH# REVERSED ON MAP
1:825 position observation MPEG photo grade
01-0029 0.00 Upstream Manhole, Survey Begins 2301-0031 138, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
------"\ 20 Crack Multiple, from 03 to 06 o'clock, within 8 inch YES 0001:56 140, b S 3/-1
15.64 Crack Multiple. from 07 toll o'clock, within 8 inch YES 00:02•30 142, b S 3
57.14 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:02:48 144
92 49 Crack Multiple, from 12 to 03 o'clock, within 8 inch: YES 0003:54 145. b S 3
1
1V-1 209.29 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:07:20 147/—
246 25 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 000824 148, b S 4
311.52 Crack Longitudinal, at 04 o'clock, within 8 inch: YES 00:10:26 150, b S 2
1-0031 337.13 Downstream Manhole, Survey Ends 2301-0029 00:11:49 152
()SR J DMR SPR MPR OPR SPRI MPRI OPRI4133 j 2200 15
I
4 19 3 2 2.71
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax 562-495-1528
Inspection reportP 0 #
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
71PSR:97755
Survey Customer:LACDPW
System OwnerZLAE
Clean Date20071017
Pre-Cleaned:J Jetting
Map Grid #:2301
Date:20071018
Total Pipe Length:
Street: SHADYGLEN DR
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0034
End MH: 2301-CITY
pipe length: 189.2 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 297Lining Method:
Drain. Area: 2301 Category:
Remark:: NONE
1:475 position observation MPEG photo grade
01-0034 0.00 Upstream Manhole, Survey Begins 2301-0034 826, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
1/-1 49.61 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:02:08 828
52.22 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:29 829
66.88
73 ,-,
Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:03:14 830, b
Crack Multiple, from 12 to 12 o clock, within 8 inch YES 000406 832, b
S 2
S ,i
1
86 97 Crack Multiple, from 08 to 12 o'clock, within 8 inch: YES 00:05:09 834, b S ::
93.50 Fracture Multiple, from 12 to 05 o'clock, within 8 inch: YES 00:06:14 836, b S 4
117.30 Crack Multiple, from 12 to 04 o'clock, within 8 inch: YES 00:07:51 838, b
147.23 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:09:13 840, b S 2
151.24 Crack Multiple, from 09 to 10 o'clock, within 8 inch: YES 0010:00 842, b S 3
— 163.59 Deposits Ingress Fine, 5 % of cross sectional area, from 04 to 07 o'clock, 00:11:04 844, b M 2within 8 inch: YES
01 189.20-CI Downstream Manhole, Survey Ends 2301-CITY 00:12:43 846
QSR OMR SPR MPR OPR SPRI MPRII2
OPRI
4134 2300 20 6 261
2.86 2.6
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue*lig Long Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071022P.0.4:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
164PSR:97730
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071022
Pre-Cleaned:J Jetting
Map Grid #:2301
Street: SWANEE LN
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media 4: 1
Start MH: 2301-0011
End MH: 2301-0012
pipe length: 199.95 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 226
Use of Sewer: SS SanitaryLining Method:
Drain. Area 2301 Category:
Remark:: MH # REVERSED ON MAP
1:500 position observation MPEG photo grade
201 -0011 0.00 Upstream Manhole, Survey Begins 2301-0012 1936, b
0.00 Water Level, 5 of cross sectional area M 2
0.00 Water Mark, 10 of cross sectional area M 2
18.48 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:06 1938
66.28 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:0229 1939
67.89 Fracture Multiple, from 01 to 05 o'clock, within 8 inch: YES 00:02:43 1940, b S 4
?
108.16 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:01 1942
124 73 Crack Multiple, from 06 to 12 o'clock, within 8 inch: YES 0004:39 1943, b S 3
134.77 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:05:10 1945
136.38 Crack Circumferential, from 02 to 06 o'clock, within 8 inch: YES 00:05:26 1946, b S 1
148.83 Crack Multiple, from 04 to 09 o'clock, within 8 inch: YES 00:06:12 1948, b S 3
175.75 Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:07:13 1950. b
1 -0012 199.95 Downstream Manhole, Survey Ends 2301-0011 00:08:21 1953
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4133 2200 14 4 18 2.8 2 2.57
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071019P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
9PSR:97749
Total Pipe Length: Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071018
Pre-Cleaned:J Jetting
Map Grid #.2301
Street: PUENTE ST
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0029
End MH: 2301-0030
pipe length: 155.96 ft
Reason for inspection . F Routine Assessment
Use of Sewer: SS Sanitary
Drain. Area: 2301
Dia/Height: C 8/8Material: VCP Pipe Length: 159Lining Method:Category:
Remark:: MH# REVERSED ON MAP
I
1
1:400
01-0029
position
0.00
observation MPEG photo
Upstream Manhole, Survey Begins 2301-0030 131, b
Water Level, 5 % of cross sectional area
Water Mark, 10 % of cross sectional area
Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:05:04 133, b
Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES, start 00:05:43 135, b
Crack Multiple, from 03 to 09 o'clock, within 8 inch: YES. end 0006:48
Downstream Manhole, Survey Ends 2301-0029 00:06:58 137
grade
M 2
M 2
S4
S 3
S 3
0.00
0.00
121 01
132 66 S1
1-0030 155.96 F1
155.96
()SP OMR SPR MPR OPR SPRI MPRI OPRI
4135 2200 19 4 23 3.17 2 2.88
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax. 562-495-1528
Inspection reportP.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
382PSR:93857
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #:2343
Date20071030
Total Pipe Length:
Street: JENIFER AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0041
End MH: 2343-0042
pipe length: 207.78 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 175Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2343 Category:
Remark:: NONE
1:525 position observation MPEG photo grade
3-0041 0.00 Upstream Manhole, Survey Begins 2343-0041 1, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
7.03 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00100:54 3
9.84 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 000110 4
31 53 Crack Multiple, from 12 to 12 o'clock, within 8 inch . YES 00:0157 5, b S3
32 54 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 0002:13 7
wil35.05 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 0002:27 8
73.71 Crack Circumferential, from 01 10 06 o'clock, within 8 inch: YES 00:03:36 9, b S 1
78.23 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:03:57 11
87.57 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 0004:23 12
, o Cr,jc. .iu, horn 1210 12 o'clock, within 6 inch. YES 00.05.13 13,5
?140.60 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:06:19 15
152.15 Crack Multi t_ , .,rJrn 1210 12 o'clock .418 inch. YES 00.06.57 16, b S 3
166 61 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:07:36 18
181.37 Crack Circumferential, from 12 to 12 o'clock, within 8 inch: YES 0008:14 19, b S 1
184.68 Fracture Multiple, from 12 10 06 o'clock, within 8 inch: YES 00:08:34 21, b S 4
v' 45 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:09:21 23
-0042 207.78 Vermin Cockroach 00:10:12 25 Ml
207.78 Downstream Manhole, Survey Ends 2343-0042 001023 26
QSR QMR SPR MPR OPR SPRI mPRI OPRI4133 2211 15 5 20 2.5 1.67 2.22
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071019P.O.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
2PSR:
97738Total Pipe Length: Survey Customer:
LACDPWSystem Owner:
ZLAEClean Date:20071018
Pre-Cleaned:J Jetting
Map Grid #:2301
Street: DE LAY AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2301-0017
End MH: 2301-0024
pipe length: 235.1 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 251Lining Method:
Drain. Area: 2301 Category:
Remark:: MH# REVERSED ON MAP
1:575 position observation MPEG photo grade
2. 01.001 0.00 Upstream Manhole, Survey Begins 2301-0024 2_1a
0.00 Water Level, 5 °A, of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
36.25 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:29 2_4a
'111.67 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:51 2_5a
' 1 28 35 Crack Multiple, from 05 to 08 o'clock, within 8 inch: YES 00:05:38 2_6a, b S 3
138.10 Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:06:54 2_7a, b S 3
192.62 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:08:52 2_8a
223.75 Fracture Multiple, from 02 to 08 o'clock, within 8 inch: YES 00:10:20 29a, b S 4
1-0024 235.10 Downstream Manhole, Survey Ends 2301-0017 00:11:25 2_10a
QSR QMR2200
1 SPR MPR OPR SPRI MPRI OPRI4132 10 4 14 I 3.33 2 2.8
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
•. National Plant Services
WM' ,an 1461 Harbor AvenueLong Beach, CA 90813-2741
Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071030P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
369PSR:93844
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #:2343
Street: BENDER AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0031
End MH: 2343-0032
pipe length: 218.53 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 210Lining Method:
Drain, Area: 2343 Category:
Remark:: NONE
1:550 position observation MPEG photo grade
0.00-0031 Upstream Manhole, Survey Begins 2343-0031 229, b
0.00 Water Level, 5 of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
Ill 24 Crack Multiple, from 1210 12o clock, within 8 inch: YES . 00:00:54 231, b S 3
_ 56.84 Fracture Multiple, from 02 t009 o'clock, within 8 inch: YES 00:02:37 233, b S 4r
58.25 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:49 235
60.76 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:03:03 236
99 83' Crack . , j, from 1210 12 o'clock, within 8 inch: YES 00.0435 237, b
1/-1 140.50 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:05:55 239
143.11 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:06:10 240
151.34 Crack Circumferential, from 09 to 01 o'clock, within 8 inch: YES 00:06:40 241, b S 1
164.00 Crack Circumferential, from 07 to 1 1 o'clock, within 8 inch: YES 0007:19 243, b S 1
-0032 218.53 Downstream Manhole, Survey Ends 2343-0032 00:09:10 246
OSR OMR SPR MPR OPR SPRI MPRI ___!
2.29
OPRI
4132 2200 12 4 16 2.4 2
Y0TV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services
41111461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax 562-495-1528
Inspection reportDate:
20071030P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
376PSR:93851
Total Pipe Length: Survey CustomerLACDPW
System Owner:ZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #:2343
Street: DODSWORTH AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0035
End MH: 2343-0036
pipe length: 207.28 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 175Lining Method:
Drain. Area: 2343 Category:
Remark:: NONE
1:525 position observation MPEG photo grade
-003 0.00 Upstream Manhole, Survey Begins 2343-0035 78, b
i'll 0.00 Water Level, 5 of cross sectional area M 2\
0.00 Water Mark, 10 % of cross sectional area M 2
5.72 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:01 80
8.23 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:13 81
10.75 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:25 82
225 Crack Multiple, from 07 to 12 o'clock. within 8 inch . YES 00.01.40 83. b S 2
13.36 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:57 85
96.91 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:18 86/-1
102.94 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:04:39 87
10 97 Crack Multiple. from 12 to 12 o'clock, within 8 inch: YES 0004:59 88, b S3
117.50 Fracture Multiple. from 12 to 12 o'clock, within 8 inch: YES 00:06:19 90, b S 4
EN. 149.13 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:07:35 92\'—
V-1 167.51 Crack Circumferential, from 07 to 11 o'clock, within 8 inch: YES 00:08:21 93, b S 1
168.72 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:08:42 95
-0036 207.28 Vermin Cockroach 00:10:10 97 M 1
207.28 Downstream Manhole, Survey Ends 2343-0036 00:10:27 98
QSR OMR SPR MPR OPR SPRI MPRI OPRI
4132 2211 11 5 16I
2.75 1.67 2.29
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
Date20071030
Total Pipe Length:
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportP 0 #
YOTV0708FWeather:
1 DrySurveyed By.
J SALASsection number:
383PSR93858
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #:2343
Street: JENIFER AV
City: ZLAE
Location Code C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0042
End MH: 2343-0043
pipe length: 183.58 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8
Use of Sewer: SS Sanitary Material: VCP Pipe Length: 175Lining Method:
Drain. Area: 2343 Category:
Remark:: NONE
1:450 position observation MPEG photo grade
'-' 2 4 0.003-0042 Upstream Manhole, Survey Begins 2343-0042 27, b
0.00 Water Level, 5 °A of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
22.60 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:38 29
23.40 Crack Multiple, from 12 to 120 clock, within 8 inch: YES 00:01:46 30, b S 3
50.01 Deposits Settled Fine, 5 % of cross sectional area, from 05 to 07 o'clock, 00:02:40 32, b M 2within 8 inch: YES
V—I 58.65 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:03:13 34
101.63 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:34 35
107.56 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 0004:52 36
1 6 02 Crack Multiple, from 12 to 12 o'clock, within 8 inch: YES 00:06:13 37, b 0
172.93 Fracture Multiple, from 06 to 09 o'clock, within 8 inch: YES 00:07:19 39, b S4
183.58-0043 Downstream Manhole, Survey Ends 2343-0043 00:08:12 42
QSR QMR SPR MPR OPR SPRI MPRI OPRI4132 2300 10 6 16 3.33 2 2.67
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel, 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071025P.0.6:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
190PSR:97785
Total Pipe Length: Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071025
Pre-Cleaned:J Jetting
Map Grid /I:2300
Street: BRIGHTVIEW DR
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2300-0150
End MH: 2300-0151
pipe length: 302.99 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 290Use of Sewer: SS SanitaryLining Method
Drain. Area: 2300 Category:
Remark:: NONE
1:750 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2300-0150 2292, b
0.00 Water Level, 5 of cross sectional area M 2
00-0150 000 Water Mark, 10 % of cross sectional area M 2
58.85 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:02:24 2294
61.36 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:02:40 2295
80.34 Fracture Multiple, from 12 to 12 o'clock. within 8 inch: YES 00:03.27 2296, b S 4
82.15 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:03:52 2298
84.76 Tap Facto Made Active, at 09 o'clock, 6, within 8 inch: YESlY ' " 00:04:05 2299
127.14 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:05:27 2300, b S 2
158.98 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES
00:06:36 2302
00:06:52 2303 161.49
1
189 50 Roots Fine Joint, from 09 to 03 o'clock, within 8 inch: YES 00:07:49 2304, b
196 74 Roots Fine Joint, from 01 to 05 o'clock, within 8 inch: YES 000816 2306, b
201.96 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:08:42 2308
218.03 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:09:22 2309
239.42 Roots Fine Joint, from 09 to 01 o'clock, within 8 inch: YES 00:10:08 2310, b
247.05 Crack Multiple, from 07 to 03 o'clock, within 8 inch: YES 00.10:39 2312, b S 3
256.39 Roots Fine Joint, from 09 to 02 o'clock, within 8 inch: YES 00:11:10 2314, b
258.40 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:11:33 2316
267.94 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:12:05 2317
C\_. 272.96 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:12:26 2318, b S 2
292.54 Roots Fine Joint, from 03 to 09 o'clock, within 8 inch: YES 00:13:13 2320, b
297.87 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:13:42 232200.0151
302.99 Downstream Manhole, Survey Ends 2300-0151 00:14:12 2324
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 11 4 15 2.75 2 2.5
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel' 562-436-7600, Fax 562-495-1528
Inspection reportDate:
20071106P 0
YOTV0708FWeather'
1 DrySurveyed By:
J SALASsection number:
565PSR93683
Total Pipe Length. Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071106
Pre-Cleaned:J Jetting
Map Grid #'2343
Street: RIMHURST AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0132
End MH: 2343-0133
pipe length: 254.58 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 171Use of Sewer: SS SanitaryLining Method:
Drain. Area 2343 Category:
Remark:: NONE
1:625 position observation MPEG photo grade
3-0132 0.00 Upstream Manhole, Survey Begins 2343-0132 154, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
36.96 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:01:39 156, b S 2
40.97 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:02:07 158
43.38 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 000221 159
99.52 Fracture Multiple, from 03 to 06 o'clock, within 8 inch: YES 00:03:57 160, b S4
104.04 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:04:17 162
106 35 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:0428 163
1 1 40 Crack , - . , !e. from 03 to 09 o'clock. within 8 inch: YES 00:05-34 164, ID S 3
166.81 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:06:56
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:07:09
166
167
._...Z„..........._____
169.42
223.15 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:08:44 168.
225.56 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:08:59 169
-0133 254,58 Downstream Manhole, Survey Ends 2343-0133 00:10:20 170
QSR QMR
1 2200
SPR MPR OPR
I 13
SPRI MPRI OPRI
4131 9 4 3 2 2.6
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
Date20071112
Total Pipe Length:
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax. 562-495-1528
Inspection reportP 0.8.
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
547PSR93768
Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071112
Pre-Cleaned:J Jetting
Map Grid tr:2343
Street: BANNA AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media tt: 1
Start MH: 2343-0088
End MH: 2343-TRNK
pipe length: 229.58 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 324
Use of Sewer: SS SanitaryLining Method:
Drain. Area 2343 Category:
Remark:: NONE
1:575 position observation MPEG photo grade
2 3-0088 0.00 Upstream Manhole, Survey Begins 2343-0088 776, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
7.63 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch YES 00:00:57 778
16.77 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:01:24 779
LI 56.04 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:0228 780
82.25 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:03:18 781
118.50 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:22 782
ri 146.72 Crack Longitudinal, at 09 o'clock, within 8 inch: YES 00:05:11 S2
--./('---\. 147.93 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:0520 783
166 21 Crack Longitudinal, at 10 o'clock, within 8 inch: YES 00:0558 784 S 2
1---\ 183.98 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:06:34 785—\—
218,83 Fracture Multiple, from 09 to 12 o'clock, within 8 inch: YES 00:07:40 786, b S4
23fitp 229.58 Downstream Manhole, Survey Ends 2343-TRNK 00:08:30 788
QSR QMR SPR mPR OPR SPRI mPRI OPR14122 2200 8 4 12 2.67 2 2.4
YOTV0708F_FinalSubmittal_20071219.mdb // page 1
National Plant Services1461 Harbor Avenue
110411111 Long Beach, CA 90813-2741Tel 562-436-7600, Fax 562-495-1528
Inspection reportDate:
20071119P.0.#:
YOTV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
797PSR:94224
Total Pipe Length: Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071119
Pre-Cleaned:J Jetting
Map Grid #:2342
Street: ARROW HY
City: ZLAE
Location Code: A Main Highway - Urban
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2342-0352
End MH: 2342-0353
pipe length: 295.66 ft
Reason for inspection: F Routine Assessment
Use of Sewer: SS Sanitary
Drain. Area: 2342
Dia/Height: C 8/8Material: VCP Pipe Length:Lining Method:Category:
300
Remark:: MH# REVERSED ON MAP
11 .
1:725
2 2 -0352
position
0.00
observation
Upstream Manhole, Survey Begins 2342-0353
Water Level, 5 % of cross sectional area
Water Mark, 10 % of cross sectional area
Roots Fine Joint, from 03 to 09 o'clock, within 8 inch: YES ,
Fracture Multiple, from 02 to 10 o'clock, within 8 inch: YES
Fracture Circumferential, from 03 to 05 o'clock, within 8 inch: YES
Downstream Manhole, Survey Ends 2342-0352
MPEG photo
1, b
00:01:05 3, b
00:01:28 5, b
00:0839 7, b
00:1015 9
grade
M 2
M 2
S4
S 2
0.00
0.00
5.22
8.34
256.59
2 2-0353 295.66
QSR QMR SPR MPRI
4OPR SPRI MPRI OPRI
4121 2200 6 10 3 2 2.5
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax 562-495-1528
Inspection reportP #
YOTV0708FWeather
1 DrySurveyed By:
J SALASsection number:
377PSR:93852
Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071030
Pre-Cleaned:J Jetting
Map Grid #:2343
Date:20071030
Total Pipe Length:
Street: DODSWORTH AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2343-0036
End MH: 2343-0037
pipe length: 183.48 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 175
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2343 Category:
Remark:: NONE
1:450 position observation MPEG photo grade
43-0036 0.00 Upstream Manhole, Survey Begins 2343-0036 99, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 of cross sectional area M 2
/-1 25.81 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:27 101
28.42 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 000139 102
46.30 Crack Circumferential, from 02 to 10 o'clock, within 8 inch: YES 00:02:17 103, b S 1
91.39 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:03:47 105
100.63 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:04:10 106
125.53 Fracture Multiple, from 03 to 09 o'clock, within 8 inch: YES 00:05:01 107, b S 4
159.38 Crack Circumferential, from 07 to 11 o'clock, within 8 inch: YES 00:06:12 109, b S 1
-003 183.48 Downstream Manhole, Survey Ends 2343-0037 0007:34 112
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4112 2200 6 4 10 2 2 2
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportDate:
20071101P.O.#:
YOTV0708FWeather:
1 DrySurveyed By:
S.NUNOsection number:
279PSR:98546
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:20071031
Pre-Cleaned:J Jetting
Map Grid #:2299
Street: ROCKVALE AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2299-0041
End MH: 2299-0042
pipe length: 217.75 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 254Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2299 Category:
Remark:: MH # REVERSED ON MAP
1:550 position observation MPEG photo grade
99-0041 0.00 Upstream Manhole, Survey Begins 2299-0042 268
0.00 Water Level, 10 % of cross sectional area M 2
0.00 Water Mark, 15 % of cross sectional area M 2
7.70 Fracture Multiple, from 06 to 10 o'clock, within 8 inch: YES 00:02:03 269, b S 4
39 70 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES 00:03:28 271
60.04 Deposits Attached Encrustation, 3 % of cross sectional area. from 10 to 02 00:0421 272, b M 2o'clock, within 8 inch: YES
73.37 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES, Remark: 00:05:18 274Roots
101.22 Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: YES 000626 275
155.14 Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: YES 00:08:17 276
157.61 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES 0008:44
206.10 Tap Factory Made Active, at 10 o'clock, 6", within 8 inch: NO 00:10:23 277
213.70 Tap Factory Made Active, at 02 o'clock, 6", within 8 inch: YES 00:10:56 27899-0042
217.75 Downstream Manhole, Survey Ends 2299-0041 0011:53 280
QSR QMR SPR MPR OPR SPRI MPRI OPRI4100 2300 4 6 10 4 2 2.5
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel: 562-436-7600, Fax: 562-495-1528
Inspection reportP 0 #
YOTV0708FWeather
1 DrySurveyed By
J SALASsection number:
200PSR:97795
Survey Customer:LACDPW
System OwnerZLAE
Clean Date:20071025
Pre-Cleaned:J Jetting
Map Grid #:2300
Date:20071025
Total Pipe Length:
Street : DE LAY AV
City: ZLAE
Location Code: C Light Highway
Flow Control: N Not Controlled
Year Renewed
Tape/Media 6: 1
Start MH: 2300-0159
End MH: 2300-0171
pipe length: 307.31 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 318Use of Sewer: SS SanitaryLining Method:
Drain. Area 2300 Category:
Remark:: NONE
1:750 position observation MPEG photo grade
200-0159 0.00 Upstream Manhole, Survey Begins 2300-0159 2448, b
0.00 Water Level, 5 % of cross sectional area M 2
0.00 Water Mark, 10 % of cross sectional area M 2
37.86 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:59 2450
116.80 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:04:28 2451
195.73 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:06:51 2452
303.99 Fracture Multiple, from 12 to 07 o'clock, within 8 inch: YES 00:10:31 2453, b S 4
00-0171 307 31 Downstream Manhole, Survey Ends 2300-0171 0011:20 2456
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2200 4 4 8 4 2 2.67
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
National Plant Services1461 Harbor Avenue
Long Beach, CA 90813-2741Tel 562-436-7600, Fax 562-495-1528
Inspection reportP #
YOTV0708FWeather
1 DrySurveyed By
J SALASsection number
353PSR:97803
Survey Customer:LACDPW
System OwnerZLAE
Clean Date:22071102
Pre-Cleaned:J Jetting
Map Grid #:2300
Date:20071102
Total Pipe Length:
Street:
City: ZLAE
Location Code: D Easement/Right of Way
Flow Control: N Not Controlled
Year Renewed
Tape/Media #: 1
Start MH: 2300-0167
End MH: 2300-0168
pipe length: 344.06 ft
Reason for inspection: F Routine Assessment Dia/Height: C 8/8Material: VCP Pipe Length: 350
Use of Sewer: SS SanitaryLining Method:
Drain. Area: 2300 Category:
Remark:: MN # REVERSED ON MAP
1:561 position observation MPEG photo grade
0.00 Upstream Manhole, Survey Begins 2300-0168 735, b
0.00 Water Level, 5 % of cross sectional area M 2
00-0167 0.00 Water Mark, 10 % of cross sectional area M 2
•
i%
4.92 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:0108
Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:22
737
7386.83 Tap
9.44 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:34 739
11.45 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:01:45 740
Om14.06 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES 00:01:59 741
4L
21.99 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES 00:02:21 742
)0 11 24.30 Fracture Multiple, from 02 to 08 o'clock, within 8 inch: YES 00:02:38 743, b S 4
56.84 Tap Factory Made Active, at 03 o'clock, 4", within 8 inch YES 00:03:51 745
59.35 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:04:05 746•
f•■ 72.61 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:04:46 747
75.22 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:05:01 748
109.87 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:0606 749
112.48 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:06:22 750
ir
125.73 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:06:58 751
140.P
149.74 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:07:41 752
168.62 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:08:21 753
176.35 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:0841 754
189.71 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:09:10 755
203.06 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:09:40 756
221.84 Tap Factory Made Active, at 09 o'clock, 6", within 8 inch YES 00:10:19 757
224.35 Tap Factory Made Active, at 03 o'clock, 6", within 8 inch YES 00:10:32 758
YOTV0708F_FinalSubmittal_20071219.mdb // page: 1
1:561 position observation
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 03 o'clock, 6, within 8 inch: YES
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 09 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
Tap Factory Made Active, at 03 o'clock, 6", within 8 inch: YES
Downstream Manhole, Survey Ends 2300-0167
National Plant Services1461 Harbor Avenue
WilliLong Beach, CA 90813-2741
Tel: 562436-7600, Fax: 562-495-1528
Inspection reportDate:
20071102P.Q.#:
Y0TV0708FWeather:
1 DrySurveyed By:
J SALASsection number:
353PSR:97803
Total Pipe Length: Survey Customer:LACDPW
System Owner:ZLAE
Clean Date:22071102
Pre-Cleaned:J Jetting
Map Grid #:2300
MPEG photo grade
00:11:19 759
001149 760
00:12:35 761
00:13:09 762
00:13:38
00:13:57 763
00:14:35 764
00:15:20 766
45R OMR SPR MPR OPR SPRI MPRI OPRI
4100 2200 4 4 4 2 2.67
YOTV0708F_FinalSubmittal_20071219.mdb // page: 2
ENCLOSURE 5:
CCTV Sewer Inspection
Project Schedule
Unincorporated East Yard CCTV PROJECT SCHEDULE FISCAL YEAR PROJECT NAME LENGTH (FT)
2005-2006 Y0TV0506D 49,010
2005-2006 Y0TV0506E 159,262
2007-2008 Y0TV0708E 2,354
2007-2008 Y0TV0708F 195,437
2008-2009 Y0TV0809A 213,947
2008-2009 Y0TV0809C 301,513
2009-2010 5_22 224,563
2009-2010 Y0TV0910A 1,675
2010-2011 1_1 265,708
2010-2011 1_21 81,262
2010-2011 4_5 167,551
2011-2012 1_9 108,759
2011-2012 5_24 280,068
2011-2012 5_25 93,928
2011-2012 5_27 38,235
2011-2012 5_30 33,816
2012-2013 1_2 212,358
Unincorporated East Yard CCTV PROJECT SCHEDULE FISCAL YEAR PROJECT NAME LENGTH (FT) 2013-2014 1_3 303,036
2013-2014 1_4 109,207
2013-2014 4_6 304,300
2014-2015 1_13 295,213
2014-2015 1_6 141,202
2015-2016 1_20 347
2015-2016 5_29 42,526
TOTAL (FT): 3,625,277 TOTAL (MILES) 687