November 12, 2009 TO: Nicholas Agbobu LA... · 2013. 8. 13. · November 12, 2009 TO: Nicholas...
Transcript of November 12, 2009 TO: Nicholas Agbobu LA... · 2013. 8. 13. · November 12, 2009 TO: Nicholas...
November 12, 2009
TO: Nicholas AgbobuEngineering, Budget, and Office Operations
FROM: Robert SwartzField Operatio
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT YOTV0708G
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 (District) has completed the closed-circuit television (CCTV)inspection of 359,110 feet or approximately 17 percent of the sewer system withinUnincorporated County maintained by the District's South 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.
HK
Attach.
bc: RS, FV, File (YOTV0708G)
COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0708G PROJECT MGR: Fernando Villaluna PROJECT DATE: 05/12/08-07/28/08 CONTACT NO: (626) 300-3380 SUP. DISTRICT(s): 5 MAP PAGE(S): 1644,1645,1699,1700,1701,1756Report By: Hanna Kebede Report Date: 08/12/2009 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 359,110 feet or approximately 17 percent of the Unincorporated Los Angeles County sewer system maintained by the District’s South Yard. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0708G included sewer lines located in the Unincorporated County of Los Angeles area. Enclosed for your reference is an overview map of the project area (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows:
Grade Description Estimate time to Failure
1: EXCELLENT: Minor defects. Unlikely in the foreseeable future
2: GOOD: Defects that have not begun to deteriorate. 20 years or more
3: FAIR: Moderate defects that will continue to deteriorate. 10 to 20 years
4: POOR: Severe defects that will become grade 5 defects within the foreseeable future. 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 88.7 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 11.3 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 201,606 56.1 878 2: Good 77,187 21.5 295 3: Fair 39,691 11.1 152 4: Poor 34,575 9.6 120 5: Immediate Attention 6,051 1.7 26
TOTAL 359,110 100.0 1471
STRUCTURAL REPORT Our inspection revealed that approximately 96.3 percent of the inspected pipe segments within the Unincorporated Los Angeles County were free of severe structural defects. However, the remaining 3.7 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 52 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 fifty two segments are included in Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 236,896 66.0 987 2: Good 52,861 14.7 211 3: Fair 56,029 15.6 221 4: Poor 4,909 1.4 16 5: Immediate Attention 8,415 2.3 36
TOTAL 359,110 100.0 1471
FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the Unincorporated Los Angeles County maintained by the South Yard. For your reference, the CCTV Sewer Inspection project schedule is listed in Enclosure 5.
ENCLOSURE 1:
Project Overview Map
C OC O
C OC O
C OC O
L O S A N G E L E SL O S A N G E L E S
C O M P T O NC O M P T O N
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L Y N W O O DL Y N W O O D
S O U T H G A T ES O U T H G A T E
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WT H
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S W
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DR
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T
S N
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MA
ND
I E A
V
S F
IGU
E RO
A S
T
STAT
E ST
W 74TH ST
S V
AN
NE
SS
AV
E IMPERIAL HWY
S ALAMED
A ST
CR
EN
SH
AW B
LVD
CO
MP
TON
AV
S B
RO
AD
WA
Y
CA
LIFO
RN
IA A
V
OLIVE ST
LON
G BEAC
H BLVD
HILL ST
HOPE ST
E 103RD ST
E 120TH ST
S C
ENTR
AL
AV
S B
UD
LON
G A
V
UP RR
GRAND AV
E 83RD ST
W MARINE AV
AVA
L ON
BLV
D
BROADWAY
W CENTURY BLVD
W 98TH ST
S MO
NA BLVD
FLOWER ST
S 7T
H A
VS
8TH
AV
SAN
JU
AN A
V
VAN
NE
SS A
V
MISSOURI AV
W 139TH ST
WALNUT STLIVE OAK ST
BULL
IS R
D
E 124TH ST
E 88TH PL
NADEAU ST
SOUTHERN AV
W 108TH ST
W MANCHESTER AV
TWEEDY BLVD
S H
ARV
ARD
BLV
D
E 84TH STE 84TH PL
N A
LAM
EDA S
T
W 78TH PL
*****
ARDMORE AV
NORTON AV
MA
IE A
V
BEA
CH
ST
S 2 N
D A
V
E 82ND ST
W EL SEGUNDO BLVD
DE
NK
ER
AV
E 95TH ST
W ROSECRANS AV
FIRESTONE BLVD
LIBERTY BLVD
CALIFORNIA ST
OTI
S S
T
W 156TH ST
IOWA AV
W 79TH ST
E MYRRH ST
E ELM ST
OHIO AV
E 119TH ST
E 97TH STE 98TH ST
PALM AV
E 92ND ST
W 76TH ST
E 118TH PL
E FLORENCE AV
N B
ULLIS
RD
L A S
ALL
E A
V
LEM
OLI A
V
W 96TH ST
***
BELL
AV
N C
EN
T RA
L A
V
AGNES ST
E 116TH ST
TENAYA AV
W 144TH ST
E 111TH PL
W 123RD ST
DUANE WY
HO
LME
S A
V
S 4
TH A
V
W 132ND ST
SEV
ILLE
AV
146TH ST
ILLINOIS AV
S 3R
D A
V
E PINE ST
S F
IR A
V
E 87TH PL
**
W 103RD ST
MICHIGAN AV
E CENTURY BLVD
E 87TH ST
JOSEPHINE ST
N S
ANTA
FE
AV
E 108TH ST
S WILTO
N PL
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S HAR
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AV
119TH ST
CEDAR AV
E COLDEN AV
E 93RD ST
KANSAS AV
W 88TH ST
E EL SEGUNDO BLVD
SEMINOLE AV
E OAKS ST
MA
DIS
ON
AV
S H
OB
AR
T B L
VD
INDIANA AVW 99TH ST
W 106TH ST
E LANZIT AV
CUDAHY ST
E 135TH ST
E 105TH ST
PLUM ST
E 138TH ST
E FIRESTONE BLVD
SCHOOL ST
ELM
ST
W 154TH ST
W 135TH ST
HA
LLD
ALE
AV
CARLIN AV
*****
BER
END
O A
V
W 101ST ST
LYNWOOD RD
W 134TH ST
W 130TH ST
E 94TH ST
S FLOW
ER S
T
SUC
CE
SS
AV
E 109TH ST
EUCLID AV
N A
RA
NB
E AV
E 139TH ST
W 94TH ST
BLISS ST
10TH
AV
SANTA ANA BLVD N
E 111TH ST
W 77TH ST
W 75TH ST
CRESSEY ST
N TAM
AR
IND
AV
W ELM ST
FERNWOOD AV
145TH ST
VIRGINIA ST
ELVA AV
S H
A LLD
ALE
AV
S M
AN
HA
TTAN
PL
E COMPTON BLVD
E 126TH ST
E ORIS ST
E LAUREL ST
130TH ST
E MANCHESTER AV
ATH
EN
S W
Y
W 115TH ST
ABBOTT RD
S SANTA FE AV
CL O
VIS
AV
N LO
NG
BEA
CH
BLVD
E 77TH PL
E TUCKER ST
E 78TH ST
KALM
IA S
T
E 113TH ST
W HARDY ST
LOUISE ST
CA
PIS
TRA
NO
AV MA
LLIS
ON
AV
W 120TH ST
W 78TH ST
W 151ST ST
NEBRASKA AV
E 110TH ST
BIR
CH
ST
ME
NLO
AV
W SPRUCE ST
S G
RA
ND
AV
W COLDEN AV
E PIRU ST
W 83RD ST
BAR
ING
CR
OS
S S
T
T OW
NE
AV
PAC
E A
V
WILLO
WBRO
OK AV
N R
OS
E AV
WI L
TON
PL
W 95TH ST
S 1
ST
AV
W 89TH ST
N M
AY
O AV
E 121ST ST
WE
IGA
ND
AV
E 112TH ST
E 99TH ST
W 138TH ST
GO
RM
AN
AV
E 127TH ST
W 93RD ST
N P
ARM
ELE
E A
V
W 104TH PL
W POPLAR ST
SANTA ANA BLVD S
E KAY ST
W 131ST ST
E 91ST ST
SANTA FE AV
E 118TH ST
W 105TH ST
W 107TH ST
BA
IRD
AV
W 110TH ST
W 116TH ST
E 90TH ST
PUR
CH
E A
V
MO
NTA
RA
AV
N S
LOA
N A
V
PAC
IFIC
BLV
D
W 137TH ST
DEE
BLE
ST
N P
EAR
L AV
W 109TH PLW 109TH ST
155TH ST
W 149TH ST
PEA
CH
ST
147TH ST
E 107TH ST
BAN
DE
RA
ST
RA
YM
ON
D A
V
E ROSECRANS AV
SALE PL
VESTA AV
S LE
MO
L I A
V
ALIX
AV
N B
UR
RIS
AV
WA
DK
INS
AV
BURTON AV
W CEDAR ST
S WA
RD
AV
WA
LNU
T D
R
GR
APE
ST
E REDONDO BEACH BLVD
N S
PRIN
G A
V
SALT LAKE AV
W 136TH ST
GR
AH
AM
AV
E 130TH ST
E 137TH ST
HA
AS
AV
S 1
1TH
AV
S 10
TH A
V
POPLAR PL
E 154TH ST
CASS PL
N D
WIG
HT A
V
S HO
L LY A
V
DA
LTO
N A
V
N W
ILLOW
AV
E PECK ST
W LAUREL ST
S E
SS
EY A
V
DU
BLI
N A
V
E 115TH ST
CR
OE
SU
S A
V
OR
CH
A RD
AV
S S
LOAN
AV
W PALM ST
W 94TH PL
E 116TH PL
E 114TH ST
WIL
KIE
AV
E 123RD ST
W 119TH ST
S BU
LLIS R
D
W 81ST ST
LOS FLORES BLVD
MC
NE
RN
EY
AV
VIR
GIN
IA A
V
W 81ST PL
W 84TH PL
W 80TH ST
COLE PL
HAR
RIS
AV
THOREAU ST
S AC
AC
IA A
V
SAN
LU
IS A
V
E 142ND ST
W 82ND ST
WH
ITSE
TT A
V
AN
Z AC
AV
W MANCHESTER BLVD
MAGNOLIA AVST
AN
F OR
D A
V
W 124TH ST
IVY
ST
DA
PH
NE
AV
MC
KI N
LEY
AV
N C
HE
STE
R A
V
PALM PL
E 99TH PL
KAY ST
OAKWOOD AV
S G
RA
ME
RC
Y P
L
LOR
RA
IN S
T
N G
RA
PE
AV
E 150TH ST
WILLOW PL
S PA
NN
ES A
V
E 149TH ST
MAPLE AV
E 148TH ST
FIR
TH A
V
CU
LVE
R A
V
W MAGNOLIA ST
CR
OC
KETT
BLV
D
BEECHWOOD AV
E LUCIEN ST
W 141ST ST
WEBER AV
PLATT AV
PIRU ST
SPT CO RRLAUREL PL
E 117TH ST
BAR
ING
CR
OS
S A
V
ATHENS BLVD
JOH
N A
V
CA
SIM
IR A
V
ALMA AV
LAU
RE
L S
T
POST ST
ERN
ESTI
NE
AV
N B
RA
DFIE
LD A
V
S LARG
O AV
SPI N
NIN
G A
V
W 118TH PL
5TH
AV
8TH
AV
7 TH
AV
S S
IMM
S A
V
E 103RD PL
LOU
DIL
LON
AV
S BYRD AV
JAR
VI S
AV
SHO
RT
AV
SEQUOIA DR
3RD
AV
DIXON ST
DE
ARB
OR
N A
V
E ORCHARD ST
LIND
BERG
H AV
LACONIA BLVD
S WILLO
W A
V
S 8 T
H P
LS
6TH
AV
S 5T
H A
V
GLENWOOD PL
ERIE
L A
V
SAN
MIG
UEL
AV
N K
EMP
AV
144TH ST
SANTA ANA AV
148TH ST
S OLE
AN
DE
R A
V
S BR
AD
FIELD
AV
W ARBUTUS ST
RU
THE
L EN
ST
E 118TH DR
SLATER AV
SAN
CAR
LOS
AV
KNOPF ST
WALNUT AV
MIN
ER
ST
S PO
INS
ETTIA
AV
SAN
GAB
RIE
L AV
MIR
AM
ON
TE B
LVD
E 76TH PL
BANNING ST
E 74TH ST
E 81ST ST
E 75TH ST
CULLIVAN ST
E 76TH ST
E 77TH ST
FIR
TH B
LVD
OAK
ST
W 97TH ST
E 80TH STE 79TH ST
SAN
AN
TON
IO A
V
E 157TH ST
W 85TH ST
W 84TH ST
E 115TH PL
W 112TH ST
E 127TH PL
JUN
IPE
R S
T
MO
RTO
N A
V
S 12
TH A
V
W 121ST ST
PLE
VK
A A
V
S G
RA
ND
EE
AV
E 104TH ST
E MCMILLAN ST
DR
UR
Y L
N
W 155TH ST
MA
NH
ATTA
N P
L
W 90TH PL
N M
ON
A B
LVD
RO
SEB
ER
RY
AV
W 91ST ST
W 86TH PL
W 87TH PL
MINNESOTA AV
W 88TH PL
W 111TH ST
REDWOOD AV
MAITLAND A
V
W 90TH ST
CA
RLT
ON
AV
W 87TH ST
BE
LLIN
GE
R S
T
WEIK AV
INDUSTRY WY
TAR
RO
N A
V
MAR
IPO
SA L
N
ALA
BA
MA
ST
W 92ND ST
WISCONSIN AV
E 122ND ST
E 109TH PL
W 113TH ST
CA
LDE
N A
V
CAR
SON
DR
W 111TH PL
ALH
AM
BRA
AV
W 146TH PL
W 104TH ST
W 127TH ST
W 126TH ST
WIL
MIN
GTO
N A
V
S WILLO
WBR
OO
K AV
S LON
G B
EA
CH
BLV
DW 102ND ST
W 134TH PL
W COMPTON BLVD
CENTER AV
SIM
MS
AV
PALO
MA
AV
E 102ND ST
W IMPERIAL HWY
DE
FIA
NC
E A
V
N TH
OR
SON
AV
E DIANE DR
ARD
ATH
AV
BAR
LOW
AV
W REDONDO BEACH BLVD
BELH
AV
EN
ST
N ACACIA AV
S V
ER
MO
NT
AV
MO
NITOR
AV
SANTA ANA ST
OS
GO
OD
AV
W PALMER AV
E 125TH ST
BAN
DE
RA
AV
P AR
K LN
S BU
TLER
AV
E INDIGO ST
WA
DS
WO
RTH
AV
W 148TH PL
W 147TH ST
S LOC
UST AV
MA
RB
RIS
A A
V
E 121ST PLC
RO
CKE
R S
T
A TKI
NS O
N A
V
W 133RD ST
E 89TH ST
E 101ST ST
SAN
JO
SE
AV
CARLIN ST
CA
TALI
NA
AV
E 88TH ST
TOPE AVW 91ST PL
EV
ER
S A
V
B RIG
HTO
N A
V
W 153RD STW 152ND ST
BAHAM
A AV
BEN
WEL
L D
R
CI M
AR
RO
N S
TC
IMA
RR
ON
AV
FIG STSLA
TER
ST
RI D
DLE
AV
ELIZABETH AV
E 129TH ST
GR
AM
ER
CY
PL
W 145TH ST W 146TH ST
E 152ND STW ALMOND ST
VIC
TOR
IA A
V
W 154TH PL
S THO
RS
ON
AV
E 85TH ST
LUGO AV
GEDDES STS
SP
RIN
G S
T
HI C
KO
RY
ST
E 106TH ST
MU
RIE
L D
R
W 117TH ST
NEVA
DA A
V
S M
ARIP
OS
A A
V
AIN
SWO
RTH
ST
N W
ILLOW
BR
OO
K A
V
PINE PL
FIR
ST
N K
E EN
E A
VCH
AD
RO
N A
V
ALLENHURST ST
W 115TH PL
VAN
BU
RE
N A
V
S CLYM
AR AV
RO
BIN ST
WO
OD
WO
RTH
AV
S O
LIV
E S
T
E 122ND PL
W 83RD PL
KALS
MA
N A
V CO
RN
ISH
AV
ZAM
OR
A A
VALVA
RO
ST
PAR
ME
LEE
AV
DA
L ES
IDE
AV
CO
OK
ST
F IG
UE
RO
A S
T
ALDIS ST
DE
NV
ER
AV
RU
TH A
V
W 140TH ST
W 118TH ST
NA
OM
I AV
W 125TH ST
S S
AIN
T A
ND
RE
WS
PL
LINK ST
HO
OP
E R A
V
S B
ER
EN
DO
AV
MU
RIEL A
V
FIRE
STO
NE
PZ
S RO
SE
AV
W 94TH AV
126TH ST
TRU
BA A
V
W 122ND ST
W 150TH ST
140TH PL
W 137TH PL
S 00
4TH
AV
W 142ND ST
S 00
3 RD
AV
PALM ST
WA
LL S
T
N B
AHA
MA
AV
W 129TH ST
S D
ENK
ER
AV
TETON ST
S MC
KINLEY AV
MA
RIP
OS
A A
V
W BRUIN ST
S N
EW H
AM
PS
HIR
E A
V
W 158TH ST E CYPRESS ST
****
*
*****
CR
OC
K ER
ST
DA
PH
NE
AV
*****
E 97TH ST
E 74TH ST
S 11
TH A
V
W 80TH ST
E 78TH ST
E 109TH ST
W 79TH ST
W 84TH ST
W 120TH ST
W 104TH ST
RA
YM
ON
D A
V
S 3R
D A
V
W IMPERIAL HWY
WIL
MIN
GTO
N A
V
W 105TH ST
****
******
E 126TH ST
W 108TH ST
CLO
VIS
AV
E 122ND ST
W IMPERIAL HWY
****
*
HA
LLD
A LE
AV
*****
W 75TH ST
*****
E 126TH ST
ELIZ
ABET
H A
V
W 138TH ST
****
*
RU
THE
LEN
ST
E 108TH ST
****
*
****
*
W 105TH ST
E 127TH ST
*****
W 105TH ST
W 113TH ST
*****
W 84TH ST
*****
*****
W 110TH ST
W 154TH ST
MA
IE A
VW 112TH ST
E 99TH ST
W 85TH ST
*****
****
*
DA
LES
IDE
AV
PEACH ST
****
*
MA
IE A
V
W 111TH ST
*****
E 78TH ST
SAN
LU
IS A
V
W 88TH PL
W 98TH ST
E 111TH STE 112TH ST
W 83RD ST
WIL
KIE
AV
HAAS AV
E 115TH ST
W 82ND ST
CR
OE
SU
S A
V
****
*
E 74TH ST
****
*
W 152ND ST
****
*W 94TH ST
S B
UD
L ON
G A
V
OTI
S S
T
S W
ILTO
N P
L
MA
RIP
OS
A A
V
E EL SEGUNDO BLVD
S C
ENT R
AL
AV
E 80TH ST
****
*
MA
IE A
V
N R
OS
E AV
E 114TH ST
S 11
TH A
VE 76TH ST
TOW
NE
AV
*****
W 75TH ST
W 102ND ST
****
*
SAN
AN
TON
IO A
V
****
*
W 76TH ST
SAN
GA
BRIE
L AV
ERIE
L A
V
W 103RD ST
E 106TH ST
S BU
TLER
AV
**********
E 103RD ST
W 94TH ST
W 76TH STC
HA
DR
ON
AV
****
*
SLATER AV
W 109TH ST
****
*
CARLIN AV
*****
*****
E 78TH ST
E 76TH PL
LOUISE ST
E 110TH ST
145TH ST
W 132ND ST
HA
AS
AV
****
*
*****
W 92ND ST
*****
W 112TH ST
E 82ND ST
E 102ND ST
*****
*****
GR
AH
AM
AV
PALM PL
*****
MC
KIN
LEY
AV
*****
W 155TH ST155TH ST
****
*
W 99TH ST
*****
W 90TH ST
*****
W 78TH ST
HO
LME
S A
V
****
*
GR
APE
ST
CUDAHY ST
W 124TH ST
ATH
ENS
WY
W 110TH ST
W 88TH ST
E 80TH ST
E 92ND ST
W 101ST ST
*****
E 118TH ST
W 84TH PL
W 154TH ST
****
*
*******
***
*****
W 82ND ST
*****
W 75TH ST
E 77TH ST
W 130TH ST
W 77TH ST
*****
W 91ST ST
W 93RD ST
*****
W 126TH ST
***** *****
W 121ST ST
E 109TH ST
W 80TH ST
E 124TH ST
W 111TH ST
CIM
AR
RO
N S
T
****
*
W 82ND ST
E 115TH ST
E 85TH ST
E 115TH ST
W 97TH ST
E 113TH ST
E 116TH PL
KAN
SAS
AV
E 102ND ST
N ALAM
EDA
ST
STA
NFO
RD
AV
*****
*****
W 80TH ST
W 88TH ST
S V
ER
MO
NT
AV
W 94TH PL
*****
****
*
*****
E 77TH ST
E 85TH ST
STAN
FOR
D A
V
E 94TH STW 95TH ST
*****
DE
NK
ER
AV
W 109TH ST
W 121ST ST
*****
W 78TH ST
W 93RD ST
JOSEPHINE ST
W 81ST ST
*****E 76TH PL
DE
NK
ER
AV
E 117TH ST
E LANZIT AV
W 88TH PL
W 79TH ST
*****
JUN
IPE
R S
T
W MAGNOLIA ST
****
*
W 96TH ST
CR
EN
SH
AW B
LVD
W 89TH ST
VIR
GIN
IA A
V
W 90TH ST
W 133RD ST
W 131ST ST****
*
W 92ND ST
*****
RA
YM
ON
D A
V
W 95TH ST
W 85TH ST
W 115TH ST
S 5T
H A
V
HILL ST
W 89TH ST
W 135TH ST
W 112TH ST
****
*
*****
E 87TH PL
*****
W 149TH ST
SUC
CE
SS
AV
W 97TH ST
*****
*****
W 107TH ST
E 88TH ST
W 84TH PL
UP RR
****
*
****
*
E ROSECRANS AV
W 90TH ST
W 156TH ST
GR
AP E
ST
****
*
*****
E 90TH ST
E 139TH ST
****
*
E 76TH ST
E 93RD ST
BELL
AV
*****
CH
AD
RO
N A
V
** ***
E 149TH ST
W 153RD ST
E 118TH ST
****
*W 126TH ST
W 132ND ST
W 118TH ST
E 120TH ST
E 126TH ST
W 154TH PL
****
*
E 109TH ST
E 115TH ST
*****
TOW
NE
AV
E 105TH ST
****
*
GO
RM
AN
AV
VAN
BU
RE
N A
V
S O
LIV
E S
T
****
*
W 84TH ST
*****
E 76TH PL
E 102ND STE 102ND ST
W 152ND ST
*****
HA
AS
AV
E 74TH ST
W 88TH ST
KA
LMIA
ST
*** *
*
W 84TH ST
****
*
SAN
CA
RLO
S AV
*****
****
*
ELVA AV
*****
DA
LTO
N A
V
W 91ST ST
W 80TH ST
*****SA
N J
OSE
AV
****
*
E 75TH ST
****
*
VIR
GIN
IA A
V
W ROSECRANS AV
****
*
A LM
A A
V
****
*
W 109TH ST
*****
W 132ND ST
****
*
W 120TH ST
W 102ND ST
W 129TH ST
E 99TH ST
W 135TH ST
*****
W 98TH ST
E 87TH PL
WA
DS
WO
RTH
AV
E 110TH ST
*****
CA
TALI
NA
AV
*****
BEA
CH
ST
UP RR
****
*
WA
LL S
T
*****
W 81ST ST
VIRGINIA ST
W 154TH ST
W 109TH PL
E 76TH ST
E 107TH STRU
THE
LEN
ST
CULVER AV
W 104TH ST
****
*
BEA
CH
ST
****
*
*****
W 85TH ST
E MYRRH ST
W 94TH ST
W 138TH ST
DE
NV
ER
AV
W 138TH ST
****
*
W REDONDO BEACH BLVD
W 78TH ST
W 152ND ST
TOW
NE
AV
E 75TH ST
E 81ST ST
E 77TH ST
W 82ND ST
W 154TH ST
E 122ND ST
*****
W 107TH ST
W 153RD ST
E 89TH ST
UP R
R
VIRGINIA ST
W 120TH ST
W 77TH ST
W 117TH ST
W 89TH ST
*****
S 7T
H A
V
****
*
W 87TH ST
*****
E 79TH ST
*****
W 109TH ST
W 115TH ST
W 134TH ST
W 103RD ST
E 101ST ST
W 104TH ST
****
*
W 80TH ST
W 133RD ST
W 141ST ST
E CENTURY BLVD
W 134TH ST
S SA
NTA
FE A
V
****
*
W 119TH ST
E 108TH ST
*****
E 75TH ST
****
*
S ALAMED
A ST
*****
****
*
W 135TH ST
*****
S S
PR
ING
ST
S 6T
H A
V
E 109TH PL
*****
W 122ND ST
S 5T
H A
V
****
*
****
*
* ****
W POPLAR ST
W 101ST ST
W 106TH ST
*****
E 112TH ST
W 140TH ST
W 117TH ST
E 91ST ST
147TH ST
****
*
E 79TH ST
*****W 98TH ST
****
*
E 110TH ST
CEDAR AV
W 112TH ST
W 127TH ST
S 8T
H A
V
*****
E 93RD ST
W 81ST ST
S W
ILTO
N P
L
W 113TH ST
E 110TH ST
PAC
E A
V
W 84TH PL
W 81ST ST
*****
****
*
E 88TH ST
W 111TH PL
ARD
AT H
AV
****
*
*****
W 77TH ST
W 74TH ST
****
*
W 85TH ST
****
*
S-1811-2
S-1702-1
S-1756-3
S-1810-3
S-1646-1
S-1645-4S-1646-2
S-1757-2
S-1701-4
S-1644-3
S-1646-3
S&C-1808-4
C OC O
H U N T I N G T O N PH U N T I N G T O N P
C OC O
B E L LB E L L
T H O R N ET H O R N E
C U D AC U D A
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
Y0TV0708G
CCTV PROJECT
AUGUST 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 1,400 2,800 4,200 5,600
Feet
Y0TV0708G
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: Location Correction Action Taken
1 5431 1756-0106 1756-0107 STANFORD AV Attached grease ,roots Rodder (Completed 6/26/09)2 5227 1701-0179 1701-0180 EASE/CARLTON AV Attached grease, roots Hydrojet (Completed 6/8/09)3 5222 1756-0132 1756-0133 EL SEGUNDO BV Water level 25% ,attached grease Rodder (Completed 7/2/09)4 5141 1756-0074 1756-0075 MCKINLEY AV Water level 50% ,attached grease , roots Rodder (Completed 6/25/09)5 5141 1756-0063 1756-0064 EASE/STANFORD AV Deposits (attached Grease) Hydrojet (Completed 6/25/09)6 5141 1756-0036 1756-0037 EASE/138TH ST Root Ball : 95' Hydrojet (Completed 7/22/09)7 5141 1701-0320 1701-0319 EASE/TOWNE AV Root Ball :101' Hydrojet (Completed 7/24/09)8 5141 1701-0097 1701-0096 124TH ST Root ball :178' Rodder (Completed 6/8/09)9 5141 1701-0089 1701-0088 SAN PEDRO ST Water level 25% , attached grease Rodder (Completed 6/8/09)
10 5139 1701-0094 1701-0119 SAN PEDRO ST Water level 40% ,attached grease , roots Rodder (Completed 6/8/09)11 5131 1756-0053 1756-0054 STANFORD AV Root Ball : 185' Rodder (Completed 7/2/09)12 5131 1756-0045 1756-0046 AW/AVALON BL Water level 20% ,attached grease , roots Rodder (Completed 7/2/09)13 512A 1756-0029 1756-0017 EASE/AVALON BL Water level 40%, attached grease Hydrojet (Completed 7/2/09)14 5122 1756-0078 1756-0077 135TH ST Water level 50% , deposits (attached Grease) Rodder (Completed 6/26/09)15 5121 1756-0079 1756-0078 135TH ST Water level 30% , attached grease Rodder (Completed 6/26/09)16 5121 1701-0209 1701-0449 130TH ST Deposits Attached Grease Rodder (Completed 6/8/09)17 5116 1756-0107 1756-0108 STANFORD AV Deposits (attached Grease ), roots Rodder (Completed 6/26/09)18 5113 1756-0103 1756-0102 EASE/STANFORD AV Water level 20- 80% , roots Hydrojet (Completed 6/26/09)19 5112 1756-0076 1756-0174 MCKINLEY AV Water level 25-75% Rodder (Completed 6/25/09)20 5111 1756-0173 1756-0176 SALINAS AV water level is high Rodder (Completed 6/26/09)21 5111 1756-0077 1756-0173 MCKINLEY AV Water level 20-60% Rodder (Completed 6/25/09)22 5100 1756-0667 1756-0103 EASE/STANFORD AV Water level 25-85% Hydrojet (Completed 6/26/09)23 5100 1701-0239 1701-0238 MAIN ST Water level is high, attached grease Rodder (Completed 6/26/09)24 5100 1701-0104 1701-0105 EL SEGUNDO BV Deposits (attached grease) Rodder (Completed 6/8/09)25 5100 1700-0159 1700-0158 IMPERIAL HWY Construction debris: 256' Rodder (Completed7/10/09)26 5100 1700-0158 1700-0159 IMPERIAL HWY Construction debris 0' Rodder (Completed7/10/09)27 4A39 1645-TRNK 1645-0035 IMPERIAL HWY Water level 25-50% Rodder (Completed7/17/09)28 4A2D 1645-0156 1645-0165 EASE/RUTHELENAV Sag : 50'-139' Rodder (Completed7/17/09)29 4636 1756-0160 1756-0161 EASE/121ST PL Root ball :135' Hydrojet (Completed 7/21/09)30 4534 1756-0155 1756-0154 EASE/122ND ST Roots Hydrojet (Completed 7/21/09)31 4532 1645-0290 1645-0289 EASE/113TH ST Root ball :156' Hydrojet (Completed 7/21/09)32 4532 1645-0102 1645-0078 THOREAU ST Roots Rodder (Completed7/14/09)
ENCLOSURE 2 QUICK MAINTENANCE RATING REPORT PRIORITY LIST
as of 07/28/2008 UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708G)
33 4436 1755-0200 1755-0199 EASE/MCKINLEY AV Root ball : 305' Hydrojet (Completed 7/22/09)34 4434 1645-0293 1645-0292 EASE/113TH ST Roots , sag : 210'-336' Hydrojet (Completed 7/14/09)35 4334 1756-0156 1756-0155 EASE/122ND ST Root ball : 311' Hydrojet (Completed 7/22/09)36 4332 1756-0220 1756-0219 CLOVIS AV Deposits (attached Grease) ,water level is high Rodder (Completed 6/29/09)37 4332 1645-0036 1645-0034 HAAS AV Water level sag 65%, roots Rodder (Completed 7/17/09)38 4331 1755-0201 1755-0200 EASE/MCKINLEY AV Roots Hydrojet (Completed 7/22/09)39 4331 1645-0056 1645-0057 EASE/WILTON PL Roots Hydrojet (Completed 7/13/09)40 4322 1756-0188 1756-0190 EL SEGUNDO BV Roots , deposits (grease) Rodder (Completed 6/26/09)41 431N 1756-0140 1756-0141 AVALON BV Water level 50% ,attached grease, roots Rodder (Completed 6/29/09)42 4318 1645-0020 1645-0009 CULLIVAN ST Roots Rodder (Completed7/13/09)43 4238 1700-0219 1700-0221 EASE/VAN BUREN AV Water level sag 25-50% , obstacle rocks Hydrojet (Completed 7/17/09)44 4235 1701-0157 1701-0156 130TH ST Roots, water level 10-15% Hydrojet (Completed 7/21/09)45 4232 1756-0086 1756-0087 EASE/TOWNE AV Root ball :126' Hydrojet(Completed 7/22/09)46 4232 1701-0088 1701-0090 SAN PEDRO ST Deposits (attached grease), water level 20-50% , roots Hydrojet (Completed 6/29/09)47 4232 1645-0076 1645-0070 112TH ST Water level sag 60% Hydrojet (Completed 7/13/09)48 4232 1645-0055 1645-0054 EASE/WILTON PL Root ball: 272' Hydrojet (Completed 7/22/09)49 4231 1701-0318 1701-0319 EASE/TOWNE AV Roots Hydrojet (Completed 7/24/09)50 4231 1645-0294 1645-0307 EASE/DENKER AV Roots Hydrojet (N0 Access)51 422F 1699-0173 1699-0174 VERMONT AV Water level sag 55% , deposits sand Rodder (Completed7/17/09)52 4222 1756-0136 1756-0140 AVALON BV Water level ,attached grease, roots Rodder (Completed 6/29/09)53 4221 1645-0029 1645-0020 CULLIVAN ST Obstacle (external pipe) : 317' Rodder (Completed7/13/09)54 422I 1645-0035 1645-TRNK IMPERIAL HWY Water level sag 25-55% , deposits (settled gravel) Rodder (Completed7/17/09)55 421C 1756-0211 1756-0184 EL SEGUNDO BV Water level 25 % , roots Rodder (Completed7/20/09)56 421C 1756-0183 1756-0187 EL SEGUNDO BV Water level 20 % , roots Rodder (Completed7/20/09)57 4215 1645-0356 1645-0056 EASE/WILTON PL Root ball: 154' Rodder (Completed7/13/09)58 413J 1701-0236 1701-0234 EASE/134TH ST Water level sag 55% , deposits (attached Other )113'-305' Hydrojet (Completed 6/8/09)59 4139 1756-0096 1756-0095 AE/TOWNE AV Roots Rodder (Completed7/24/09)60 4135 1756-0164 1756-0165 MC KINLEY AV Roots , water level 30% Hydrojet (Completed 6/26/09)61 4135 1700-0025 1700-0026 121ST ST Roots, attached grease ,water level 20-25% Hydrojet (Completed 7/17/09)62 4134 1756-0158 1755-0202 MC KINLEY AV Root ball :196' , sag :180'-264' (20-35%) Hydrojet (Completed 6/26/09)63 4134 1701-0158 1701-0157 COOK ST Root ball : 60' Hydrojet (Completed 7/21/09)64 4133 1756-0146 1756-0147 124TH ST Roots Hydrojet (Completed 7/20/09)65 4133 1756-0064 1756-0073 EASE/MCKINLEY AV Roots, deposits (grease) Hydrojet (Completed 6/25/09)66 4133 1700-0139 1700-0171 IMPERIAL HWY Water level is high , attached grease Hydrojet (Completed 7/16/09)67 4133 1645-0170 1645-0169 ST ANDREWS Roots Hydrojet (Completed 7/13/09)68 4132 1756-0159 1756-0160 EASE/MCKINLEY AV Root ball :152' Hydrojet (Completed 7/22/09)69 4132 1756-0158 1756-0159 EASE/MCKINLEY AV Root ball : 229' Hydrojet (Completed 7/22/09)70 4132 1756-0040 1756-0037 EASE/AVALON BV Water level is 50% , roots Hydrojet (Completed 7/20/09)71 4132 1755-0202 1755-0201 EASE/MCKINLEY AV There is a piece of wood hanging inside MH 1755-201 Hydrojet (Completed 7/22/09)72 4132 1701-0333 1701-0334 EASE/PIRU ST Water level is high, camera is not clear Hydrojet (Completed 7/24/09)
73 4132 1701-0141 1701-0142 AW/SANPEDRO ST Roots Hydrojet (Completed 7/15/09)74 4132 1645-0104 1645-0103 THOREAU ST Roots Hydrojet (Completed 7/13/09)75 4132 1645-0094 1645-0093 MANHATTAN PL Root ball : 52' Hydrojet (Completed 7/13/09)76 4131 1756-0206 1756-0207 131ST ST Roots ball :110' Hydrojet (Completed 7/20/09)77 4131 1756-0072 1756-0073 MCKINLEY AV Water level is 50%, roots Hydrojet (Completed 6/25/09)78 4131 1701-0148 1756-0125 AE/TOWNE AV Water level is high , camera is not clear Hydrojet (Completed 7/20/09)79 4131 1701-0135 1701-0134 124TH ST Roots , deposits (greases) Hydrojet (Completed 6/29/09)80 4131 1701-0110 1701-0109 SAN PEDRO ST Deposits (attached grease) Hydrojet (Completed 6/29/09)81 4131 1700-0163 1700-0164 IMPERIAL HWY Water level sag 60% , camera underwater :97' Hydrojet (Completed 7/16/09)82 4131 1700-0024 1700-0025 121ST ST Roots ball :181', attached (grease),water level 20-25% Hydrojet (Completed 7/17/09)83 4131 1699-0210 1699-0132 VERMONT AV Root ball : 85' Hydrojet (Completed 7/16/09)84 4131 1645-0170 1645-0171 ST ANDREWS Roots Hydrojet (Completed 7/13/09)85 4131 1645-0126 1645-TRNK AW/WESTERN AV Roots, deposits (greases) Hydrojet (Completed 6/28/09)86 4131 1645-0090 1645-0089 MANHATTAN PL Roots ball : 82' Hydrojet (Completed 7/13/09)87 4131 1645-0061 1645-0060 IMPERIAL HWY Roots Hydrojet (Completed 7/13/09)88 4131 1645-0051 1645-0052 WILTON PL Water level 10-20% , roots Hydrojet (Completed 7/13/09)89 4131 1645-0025 1645-0015 107TH ST Roots ball : 9' Hydrojet (Completed 7/13/09)90 4131 1645-0024 1645-0043 104TH ST Roots Hydrojet (Completed 7/13/09)91 4131 1645-0018 1645-0027 109TH ST Roots ball : 58' Hydrojet (Completed 7/13/09)92 412J 1756-0075 1756-0076 MCKINLEY AV Water level 50-65% ,attached (grease) , roots Rodder (Completed 6/25/09)93 412J 1645-0278 1645-0133 IMPERIAL HWY Water level sag 25% , deposits (attached grease ) Rodder (Completed 6/29/09)94 412I 1699-0174 1699-0175 VERMONT AV Water level sag 30% Hydrojet (Completed 7/16/09)95 412G 1700-0045 1700-0044 VERMONT AV Water level sag 25% Rodder (Completed7/17/09)96 412G 1699-0175 1699-0211 VERMONT AV Water level sag 25-55% Rodder (Completed7/16/09)97 412F 1700-0300 1700-0194 BUDLONG AV Water level sag 25-50% Rodder (Completed7/17/09)98 412E 1756-0063 1756-0062 EASE/STANFORD AV Water level ,attached (grease) , Roots Rodder (Completed 6/25/09)99 412C 1699-0204 1699-0205 VERMONT AV Water level sag 30% Rodder (Completed7/17/09)100 412B 1756-0080 1756-0079 135TH ST Water level 60% ,attached (grease ), roots Rodder (Completed 6/26/09)101 4127 1645-0011 1645-0024 104TH ST Roots ball 216' , attached (grease) ,roots Hydrojet (Completed 7/14/09)102 4126 1700-0220 1700-0219 117TH ST Water level sag is 50% Hydrojet (Completed 7/17/09)103 4125 1700-0069 1700-0068 VERMONT AV Water level sag is25- 50% Hydrojet (Completed 7/17/09)104 4122 1645-0307 1645-0308 EASE/DENKER AV Roots Hydrojet (N0 Access)105 4122 1645-0027 1645-0018 109TH ST Roots ball : 198' Hydrojet (Completed 7/13/09)106 4121 1756-0042 1756-0041 AVALON BV Water level ,attached (grease) , roots fine Hydrojet (Completed 7/20/09)107 4121 1701-0209 1701-0210 AN/126TH ST Water level is high , obstacle other :142'-146' Hydrojet (Completed 7/15/09)108 4121 1701-0091 1701-0092 SAN PEDRO ST Water level is high 20-50% , attached (grease) Hydrojet (Completed 6/29/09)109 4121 1701-0034 1701-0033 AS/130TH ST Infiltration runner No action needed110 4121 1699-0080 1699-0081 AW/BUDLONG AV Roots bball :189' , roots Hydrojet (Completed 7/17/09)111 412J 1756-0075 1756-0076 MCKINLEY AV Water level 50-65% ,attached (grease) , roots Rodder (Completed 6/25/09)112 412J 1645-0278 1645-0133 IMPERIAL HWY Water level sag 25% , deposits (attached grease ) Rodder (Completed 6/29/09)
113 412I 1699-0174 1699-0175 VERMONT AV Water level sag 30% Hydrojet (Completed 7/16/09)114 412G 1700-0045 1700-0044 VERMONT AV Water level sag 25% Rodder (Completed7/17/09)115 412G 1699-0175 1699-0211 VERMONT AV Water level sag 25-55% Rodder (Completed7/16/09)116 412F 1700-0300 1700-0194 BUDLONG AV Water level sag 25-50% Rodder (Completed7/17/09)117 412E 1756-0063 1756-0062 EASE/STANFORD AV Water level ,attached (grease) , Roots Rodder (Completed 6/25/09)118 412C 1699-0204 1699-0205 VERMONT AV Water level sag 30% Rodder (Completed7/17/09)119 412B 1756-0080 1756-0079 135TH ST Water level 60% ,attached (grease ), roots Rodder (Completed 6/26/09)120 412B 1756-0069 1756-0070 EASE/STANFORD AV Water level sag 25-50% , deposits (attached grease ) Rodder (Completed7/2/09)121 412A 1700-0046 1700-0045 VERMONT AV Water level sag 30-50% Rodder (Completed7/17/09)122 4118 1701-0331 1701-0332 EASE/138TH ST Roots Hydrojet (N0 Access)123 4118 1645-0110 1645-0111 RUTHELEN AV Roots ball : 5' Hydrojet (Completed 7/14/09)124 4117 1756-0207 1756-0206 131ST ST Roots ball : 241' Hydrojet (Completed 7/20/09)125 4116 1701-0104 1701-0120 EL SEGUNDO BV Water level 25-50% , roots Hydrojet (Completed 7/15/09)126 4116 1645-0085 1645-0081 109TH ST Roots Hydrojet (Completed 7/14/09)127 4115 1645-0059 1645-0058 IMPERIAL HWY Roots Hydrojet (Completed 7/14/09)128 4114 1756-0174 1756-0175 SALINAS AV Water level is high 50-70% , attached (grease) Hydrojet (Completed 6/26/09)129 4114 1645-0058 1645-0035 IMPERIAL HWY Water level , roots Hydrojet (Completed 7/14/09)130 4113 1645-0057 1645-0052 108TH ST Roots Hydrojet (Completed 7/14/09)131 4112 1701-0025 1701-0103 EL SEGUNDO BV Water level sag is 20- 50% Hydrojet (Completed 7/15/09)132 4112 1645-0144 1645-0145 WILTON PL Sag : 90'-110', 140'-165' , 178'-265', Roots Hydrojet (Completed 7/14/09)133 4112 1645-0101 1645-0076 112TH ST Roots Hydrojet (Completed 7/14/09)134 4111 1756-0151 1755-0194 AVALON BV Water level is high 50%, obstacle :135' Hydrojet (Completed 7/21/09)135 4111 1756-0067 1756-0066 AE/AVALON BV Water level is high 50% , attached (grease) Hydrojet (Completed 7/14/09)136 4111 1701-0237 1701-0236 EASE/MAIN ST Water level is high 50% Hydrojet (Completed 6/26/09)137 4100 1701-0247 1701-0248 BROADWAY Water level is high 25% Hydrojet (Completed 7/15/09)138 4100 1701-0246 1701-0247 BROADWAY Water level is high 20-60% Hydrojet (Completed 7/15/09)139 4100 1701-0245 1701-0246 BROADWAY Water mark 70% No action needed140 4100 1701-0244 1701-0245 BROADWAY Water level is high 20-60% Hydrojet(Completed 7/15/09)141 4100 1701-0225 1701-0226 BROADWAY Water level is high 20-50% Hydrojet (Completed 7/15/09)142 4100 1701-0204 1701-0203 AW/BROADWAY Water mark 50% No action needed143 4100 1701-0109 1701-0110 SAN PEDRO ST Water level is high 50% , obstacle (Other) :9' Hydrojet (Completed 7/15/09)144 4100 1701-0093 1701-0094 SAN PEDRO ST Water level is high , camera is not clear : 131'-174' Hydrojet (Completed 7/15/09)145 4100 1645-0243 1645-0374 AE/WESTERN AV Water level is high Hydrojet (Completed 7/17/09)146 4100 1645-0086 1645-0085 109TH ST Roots ball : 207' Hydrojet (Completed 6/29/09)147 3A21 1700-0212 1700-0255 BUDLONG AV Attached grease Hydrojet (Completed 9/23/09)148 2300 1645-TRNK 1645-0097 109TH ST Attached deposits Hydrojet (Completed 10/22/09)149 2212 1701-0055 1701-0054 BROADWAY Cockroaches/debris at MH0054 Hydrojet (Completed 9/29/09)150 1900 1645-0060 1645-0059 IMPERIAL HWY Tap roots :215' Hydrojet (Completed 10/22/09)
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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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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299
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L O S A N G E L E SL O S A N G E L E S
226
227
357
174
400
159161
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
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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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 2
QUICKMAINTENANCE
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W 98TH ST
W 96TH ST
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DE
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W 95TH ST
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HA
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W 99TH ST
W 107TH ST
W 109TH ST
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****
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W 97TH ST
W 105TH ST
HAAS AV
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W 106TH ST
W 92ND ST
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63
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86
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23
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4930
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55
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12
49
13 14
58
95
41
62
83
5133
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83
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60
25
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84
47
18
57
88
81
80
16
65
87
51
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61
80
52
4638
68
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39
92
21
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5556
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22
1042
49
4010
59
54
78
86
91
66
45
38
52
63
64
70 71
84
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20
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77
69
76
9088
72
89
7578
70
7487
91
7173
79
203
213
243
180
152
143
131
204
205
186
138
120
113
140
127
125
201
223
133
199
210237
144
185182
207
177
215
198
211
356
238
252
124
197
214
216
126
220
150
137
250
224
254
126
200
103
221
212
176
112
105
195 208
125
219
139
106
141
116
146
129
175
119
214
121
188
204
148
124
217
123
251
130
149
249374
110
203
218
179
209
102
154
190
122
210
115
196
205
212213
235
122
128208
222
100
193
187
202
181
151
256
206
111
135
236
136
200
101
191
107
108
255
244
147
260
123
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184
202
183
258
145
206
209
207
189
117
104
201
127
259257
194
118
105
239
192
114
142 132
121
253
134
83
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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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L O S A N G E L E SL O S A N G E L E S
*****
HA
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AV
S B
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WA
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S H
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****
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W 96TH ST
W MANCHESTER AV
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W 83RD ST
W 94TH ST
LA S
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S FLOW
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ST
W 80TH ST
ME
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AV
W 82ND ST
S G
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AV
W COLDEN AV
W 87TH ST
W 95TH ST
W 89TH ST
W 93RD ST
S H
OB
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W 79TH ST
DA
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AV
W 81ST PL
BAR
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CR
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W 85TH ST
W 84TH ST
W 88TH PL
W 94TH PL
W 90TH PL
W 91ST ST
W 90TH ST
W 92ND ST
KA
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RA
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W 87TH PL
BAR
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A C
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COLDEN AV
W 80TH ST
W 93RD ST
W 89TH ST
W 91ST PL
W 93RD ST
W 83RD ST
W 83RD ST
W 93RD ST
*****
W 90TH ST
W 91ST ST
DE
NK
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AV
W 84TH PL
W 89TH ST
W 91ST ST
S F
LOW
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ST
W 91ST ST
W 80TH ST
W 85TH ST
W 80TH ST
W 81ST ST
W 94TH ST
****
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W 84TH PL
W 91ST ST
S G
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****
** *
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W 87TH ST
W 84TH ST
****
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W 84TH ST
W 88TH ST
W 84TH ST
W 85TH ST
W 82ND ST
*******
***
W 84TH ST
W 91ST ST
W 84TH ST
W 84TH PL
W 84TH PL
****
*
W 85TH STW 85TH ST
W 91ST ST
W 92ND ST
W 94TH ST
****
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W 88TH PL
W 90TH ST
*****
W 82ND ST
W 92ND ST
W 90TH ST
W 82ND ST
W 94TH ST
W 92ND ST
W 82ND ST
W 95TH ST
W 84TH ST
W 81ST ST
*****
W 95TH ST
W 89TH ST
*****
W 87TH ST
W 95TH ST
W 88TH ST
W 83RD ST
S FL
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ER
ST
S G
RA
ND
AV
W 93RD ST
W 89TH ST
W 91ST ST
W 81ST STW 81ST ST
W 79TH ST
W 80TH ST
W 87TH ST
W 88TH PL
W 88TH ST
W 90TH PL
W 92ND ST
61
68
62
93
60
9499 96
58
64
9598
65
67
925556
5991
66
97
193
175
213
166
178
152
143
131
183
138
120
113
140127
125
164
133
188217
144
177
196
186
171
168
214
192
150
137
153
162
126
103
179
212
155
112
139
106
141
163
116
146
129
195
119
187185
148
124
158
130
149
216
110
211
209
102
154
122
169
160
210
170
157
115
199 190
173
156
128208
100
215
172 174
180
151
194
111
135136
161
101
167
176
107
108
147
189
123
109
181
145
206
165
207
182
117
104
184
159
197
118
105
114
142132
121
191
134
57
63
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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
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 5224 1756-0115 1756-0114 EL SEGUNDO BV Hole with soil visible: 1', 130'; fractures and cracks throughout Lining: MH to MH 280
2 5222 1701-0034 1701-0033 ALLEY BY S BROADWAY Hole with void visible: 150' Point Repair
3 5222 1701-0150 1756-0126 ALLEY BY TOWNE AV Hole with void visible, broken: 152'; fractures and cracks Lining: MH to MH 325
4 5215 1756-0194 1756-0195 CENTRAL AV Hole with soil visible: 14'; cracks Lining: MH to MH 130
5 5143 1699-0129 1699-0128 93RD ST Broken, deformed: 134': Hole at base of MH 128 Point Repair; CSMD to repair base of MH 128
6 5142 1645-0296 1645-0295 ALLEY BY DENKER AV Hole with void visible: 252' Point Repair
7 5141 1645-0231 1645-0232 NORMANDIE AV Hole with concrete visible: 15', 82' Structural integrity in tact. No action needed.
8 5141 1700-0238 1700-0240 GEDDES ST Broken: 65', cracks at multiple locations Lining: MH to MH 114
9 5133 1645-0226 1645-0227 NORMANDIE AV Hole with soil visible: 269' Lining: MH to MH 272
10 5135 1644-0012 1644-0011 CENTURY BV Broken: 152' Lining: MH to MH 251
11 5133 1645-0251 1645-0250 108TH ST Broken: 160' Point Repair
12 5133 1645-0241 1645-0295 EASE BY DENKER AV Broken with void visible; deformed: 115' Point Repair
13 5137 1700-0232 1700-0233 GEDDES ST Broken: 32': cracks Lining: MH to MH 179
14 5132 1700-0195 1700-0194 BUDLONG AV Broken: 3'; cracks Lining: MH to MH 13
15 5132 1700-0173 1700-TRNK AE/ NORMANDIE AV Broken with void visible: 41'- 46'; cracks Lining: MH to MH 106
16 5131 1645-0229 1645-0230 NORMANDIE AV Broken: 267' Structural integrity in tact. No action needed.
17 512A 1701-0055 1701-0054 BROADWAY Broken: 161'; fractures and cracks at multiple locations Lining: MH to MH 318
18 5124 1756-0067 1756-0068 EASE BY139TH ST Collapsed (capped?) pipe near MH 68 (terminal): 244' South Yard to investigate
19 5124 1701-0151 1701-0152 ALLEY BY TOWNE AV Broken 94'; fractures and cracks Lining: MH to MH 350
20 5122 1701-0118 1701-0119 126TH ST Broken: 334'; 15 feet of concrete pipe to MH 119' Lining: MH to MH 351
21 5122 1701-0175 1701-0176 CARLTON AV Hole with void visible: 224' Point Repair
22 5122 1756-0180 1756-0179 EASE BY E 130TH ST Collapsed pipe: 270' South Yard to investigate
23 5122 1756-0126 1756-0127 ALLEY BY TOWNE AV Broken: 113'; cracks Lining: MH to MH 319
24 5121 1756-0193 1756-0194 127TH ST Hole with soil visible: 205'; fractures: 127'; cracks at multiple locations Lining: MH to MH 346
25 5121 1756-0149 1756-0150 AVALON BV Broken with soil visibile: 141' Structural integrity in tact. No action needed.
ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST
UNINCORPORATED LOS ANGELES COUNTY (Y0TV0708G) as of 07/28/2008
Item No. QSR Start MH End MH STREET OBSERVATION: LOCATION PROPOSED CORRECTIVE METHOD LENGTH OF REPAIR (FT)
26 5112 1645-TRNK 1645-0035 IMPERIAL HWY Broken: base of MH TRNK Structural integrity in tact. No action needed.
27 5118 1701-0327 1701-0328 EASE BY139TH ST Hole with soil visible: 63'; cracks at multiple locations Structural integrity in tact. No action needed.
28 5115 1756-0187 1756-0186 EASE BY E ELSEGUNDO BL Hole with soil visible: 201'; cracks at multiple locations Lining: MH to MH 250
29 5111 1756-0045 1756-0044 ALLEY BY135TH ST Hole with concrete patch visible: 7' Structural integrity in tact. No action needed.
30 5111 1701-0316 1701-0317 135TH ST Hole with concrete patch visible: 35' Structural integrity in tact. No action needed.
31 5100 1756-0139 1701-0131 127TH ST Hole with soil visible: 9' Structural integrity in tact. No action needed.
32 5100 1700-0054 1700-0053 105TH ST Broken at base of MH 1700-0053 CSMD will repair base of MH 1700-0053
33 5100 1700-0143 1700-0146 112TH ST Broken at base of MH 1700-0146 CSMD will repair base of MH 1700-0146
34 5100 1700-0251 1700-0250 ALLEY BY RAYMOND AV Hole with soil visible: 29' Structural integrity in tact. No action needed.
35 5100 1645-0004 1645-0005 VAN NESS AV Hole with void visible: 236' Point Repair
36 5100 1645-TRNK 1645-0097 109TH ST Broken with concrete/clay pipe patch visible: 13' Structural integrity in tact. No action needed.
37 4233 1645-0090 1645-0089 MANHATTAN PL Fractures: 190', 228'; cracks Lining: MH to MH 300
38 413P 1700-0239 1700-0229 AE/ NORMANDIE AV Broken: 222'; fractures and cracks throughout Lining: MH to MH 300
39 4139 1645-0075 1645-0076 WILTON PL Multiple fractures: 325'; fractures and cracks throughout Lining: MH to MH 349
40 4135 1645-0060 1645-0059 IMPERIAL HWY Fractures: 270'; cracks at multiple locations Lining: MH to MH 298
41 4134 1644-0017 1644-0018 AE/ WILTON PL Fractures: 153'; cracks at multiple locations Structural integrity in tact. No action needed.
42 4131 1701-0113 1701-0112 127TH ST Fractures: 30'; cracks Structural integrity in tact. No action needed.
43 4131 1644-0018 1644-0019 AE/ WILTON PL Fractures: 275'; cracks Structural integrity in tact. No action needed.
44 4131 1645-0113 1645-0101 RUTHELEN AV Fractures: 87'; cracks Lining: MH to MH 298
45 4131 1645-0141 1645-0142 WILTON PL Fractures: 331' Structural integrity in tact. No action needed.
46 4122 1701-0114 1701-0113 127TH ST Fractures: 232'; cracks Lining: MH to MH 352
47 4121 1645-0017 1645-0006 AN/ 109TH ST Fractures: 2', 246' Lining: MH to MH 248
48 4100 1699-0057 1699-0059 101ST ST Broken at the base of MH 1699-0059 CSMD to repair base of MH 1699-0059
49 4100 1645-0188 1645-0189 105TH ST Broken at the base of MH 1645-0189 CSMD to repair base of MH 1645-0189
50 4100 1645-0207 1645-0208 NORMANDIE AV Broken at the base of MH 1645-0208 CSMD to repair base of MH 1645-0208
51 4100 1700-0212 1700-0255 BUDLONG AV Fracture: 56' Structural integrity in tact. No action needed.
52 4100 1645-0049 1645-0048 107TH ST Fractures near terminal manhole: 316' Structural integrity in tact. No action needed.
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
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Maintained by Others:Trunk Sewerlines
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!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE 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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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L O S A N G E L E SL O S A N G E L E S
226
227
357
400
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
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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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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LegendSMD sanitary SewersQSR
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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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AV
W 84TH ST
W 88TH PL
W 85TH ST
W 90TH ST
W 93RD ST
W 84TH PL
W 85TH ST
W 92ND ST
W 85TH ST
*****
RU
THE
LEN
ST
W 96TH ST
W 95TH ST
*****
W 90TH ST
****
*
*****
W 88TH ST
W 91ST ST
W 92ND ST
****
*
W 93RD ST
W 84TH PL
W 94TH PL
*****
W 87TH ST
W 98TH ST
****
*
W 83RD ST
W 90TH PL
****
*
W 94TH ST
W 82ND ST
S G
RA
ME
RC
Y P
L
W 91ST ST
W 93RD ST
W 92ND ST
*****
W 88TH ST
W 94TH ST
W 95TH ST
W 97TH ST
W 82ND ST
W 91ST ST
W 88TH ST
W 83RD ST
W 97TH ST
W 87TH ST
W 89TH ST
W 84TH ST
****
*
W 91ST ST
W 91ST PL
61
79
7753
54
68
46
51 90
7447
89
62
93
82
60
9499
88
72
96
76
58
38
57
48
50
64
49
95
85
83
98
81
73
8684 80
65
67
87
39
925556
52
59
78
91
63
70 71
66
45
97
75
193
175
213
166
178
152
143
131
204
183
138
120
113
140127
125
164
133
188217
144
177
196
186
171
168
214
192
150
137
153
162
126
103
179
212
155
112
139
106
141
163
116
146
129
195
119
187185
148
124
158
149
216
110
211
209
102
154
122
169
160
210
170
157
115
205
199 190
173
156
128208
100
215
172 174
180
151
194
111
135136
161
101
167
176
107
108
147
189
123
109
181
145
206
165
207
182
117
104
184
159
197
118
105
114
142 132
121
191
134
130
LegendSMD sanitary SewersQSR
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
Y0TV0708G
CCTV PROJECT
AUGUST 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 325 650 975 1,300
Feet
Y0TV0708G
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
ENCLOSURE 4:
Infrastructure Inspection Reports for Grades 4 and 5
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080519 Y0TV0708G Dry Martin Garcia 1 68609
325.00 LACDPW ZLAS 05/19/2008 Jetting 1701
BROADWAY
ZLAS
Light Highway
Not Controlled
M313-001
1701-0055
1701-0054
318 ft
Routine Assessment
Sanitary
0054/1701-0055/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:57 1Manhole, within 8 inch: NO, Remarks: 1701-0055
0.00 00:01:09 2 M 1Vermin Cockroach, within 8 inch: NO
3.50 00:01:53 3, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
4.00 00:02:27 5Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
7.20 00:03:43 6 M 2Water Level, 5 %, within 8 inch: NO
10.90 00:04:23 7, b S 2Fracture Circumferential, from 2 to 10 o'clock, within 8 inch: YES
32.80 00:05:52 9, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
38.60 00:06:27 11 M 2Water Mark, 20 %, within 8 inch: NO
42.50 00:06:47 12, b S 1Crack Circumferential, from 2 to 4 o'clock, within 8 inch: YES
45.50 00:07:25 14, b S 1Crack Circumferential, from 7 to 8 o'clock, within 8 inch: YES
51.60 00:08:19 16, b S 1Crack Circumferential, from 1 to 8 o'clock, within 8 inch: YES
52.80 00:08:52 18Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
60.50 00:09:28 19, b S 2Crack Longitudinal, at 1 o'clock, within 8 inch: YES
66.70 00:10:23 21, b S 1Crack Circumferential, from 8 to 2 o'clock, within 8 inch: YES
69.60 00:11:14 23, b S 1Crack Circumferential, from 3 to 8 o'clock, within 8 inch: YES
85.40 00:12:18 25, b S 1Crack Circumferential, from 12 to 5 o'clock, within 8 inch: YES
88.30 00:12:49 27, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
91.70 00:13:45 29, b S 1Crack Circumferential, from 11 to 8 o'clock, within 8 inch: YES
92.40 00:14:23 31Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
115.30 00:15:33 32, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
115.30 00:15:55 34, b S 2Fracture Circumferential, from 11 to 1 o'clock, within 8 inch: YES
118.40 00:16:32 36, b S 1Crack Circumferential, from 3 to 8 o'clock, within 8 inch: YES
130.90 00:17:35 38, b S 1Crack Circumferential, from 3 to 5 o'clock, within 8 inch: YES
132.10 00:18:34 40 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracksin lateral
1701-0055
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080519 Y0TV0708G Dry Martin Garcia 1 68609
325.00 LACDPW ZLAS 05/19/2008 Jetting 1701
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 2
142.80 00:19:27 41, b S 1Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
152.20 00:20:08 43, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
158.10 00:21:08 45, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
161.40 00:21:54 47, b S 5Hole Soil Visible, from 3 to 5 o'clock, within 8 inch: YES
161.40 00:22:22 49 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
164.50 00:22:53 50, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
167.80 00:23:26 52, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
174.00 00:24:13 54, b S 1Crack Circumferential, from 8 to 9 o'clock, within 8 inch: YES
178.30 00:24:48 56Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
182.70 00:25:11 57, b S 1Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
222.90 00:26:56 59, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
233.10 00:28:27 61Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
253.10 00:29:27 62, b S 2Fracture Circumferential, from 2 to 8 o'clock, within 8 inch: YES
259.60 00:30:16 65, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
265.80 00:31:12 67, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
284.90 00:32:22 69Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
286.60 00:32:45 70, b S 2Crack Longitudinal, at 1 o'clock, within 8 inch: YES
295.90 00:33:36 72, b S 1Crack Circumferential, from 2 to 10 o'clock, within 8 inch: YES
298.90 00:34:15 74, b S 1Crack Circumferential, from 1 to 2 o'clock, within 8 inch: YES
299.70 00:34:41 76 M 2Water Level, 10 %, within 8 inch: NO
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080519 Y0TV0708G Dry Martin Garcia 1 68609
325.00 LACDPW ZLAS 05/19/2008 Jetting 1701
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 3
308.30 00:35:08 77, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
314.50 00:35:49 79, b S 1Crack Circumferential, from 7 to 10 o'clock, within 8 inch: YES
318.00 00:36:50 81 M 1Vermin Cockroach, within 8 inch: NO
318.00 00:37:00 82Manhole, within 8 inch: NO, Remarks: 1701-0054
1701-0054
QSR QMR SPR MPR OPR SPRI MPRI OPRI
512A 2412 49 10 59 1.44 1.67 1.48
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080523 Y0TV0708G Light Rain Martin Garcia 79 68590
350.00 LACDPW ZLAS 05/22/2008 Jetting 1701
ALLEY
ZLAS
Alley
Not Controlled
M313-005
1701-0034
1701-0033
351 ft
Routine Assessment
Sanitary
0033/1701-0034/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:528 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:31 1562Manhole, within 8 inch: NO, Remarks: 1701-0034
5.00 00:01:01 1563 M 2Water Level, 5 %, within 8 inch: NO
8.80 00:01:29 1564, b S 1Crack Circumferential, from 9 to 12 o'clock, within 8 inch: YES
9.00 00:02:08 1566Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
15.40 00:02:54 1567, b S 2Fracture Circumferential, from 10 to 2 o'clock, within 8 inch: NO
39.90 00:04:23 1570Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
53.60 00:05:11 1571, b S 1Crack Circumferential, from 2 to 9 o'clock, within 8 inch: YES
57.80 00:06:14 1573, b S 1Crack Circumferential, from 2 to 8 o'clock, within 8 inch: YES
58.80 00:06:51 1575Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
60.60 00:07:13 1576, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
77.40 00:08:09 1578Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
83.20 00:08:37 1579, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
109.20 00:09:51 1581Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
114.00 00:10:15 1582, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
150.60 00:11:58 1584, b S 5Hole Soil Visible, from 8 to 10 o'clock, within 8 inch: YES
150.60 00:12:27 1586, b S 2Fracture Circumferential, from 6 to 1 o'clock, within 8 inch: YES
150.60 00:12:48 1589 S 5Broken, from 7 to 11 o'clock, within 8 inch: YES
152.10 00:13:19 1590 M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
152.10 00:13:40 1591 M 4Infil Runner, at 9 o'clock, within 8 inch: NO
154.50 00:14:16 1592Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
173.40 00:15:01 1593Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
179.60 00:15:30 1594Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
233.90 00:17:32 1595, b S 1Crack Circumferential, from 7 to 2 o'clock, within 8 inch: YES
234.90 00:18:05 1597Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
1701-0034
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080523 Y0TV0708G Light Rain Martin Garcia 79 68590
350.00 LACDPW ZLAS 05/22/2008 Jetting 1701
1:528 position observation MPEG photo grade
WinCanExport.mdb // page: 2
250.00 00:18:47 1598Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
280.80 00:20:02 1599Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
286.30 00:20:33 1600, b S 1Crack Circumferential, from 7 to 12 o'clock, within 8 inch: YES
287.70 00:21:04 1602Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
333.60 00:22:44 S 1Crack Circumferential, from 7 to 12 o'clock, within 8 inch: YES
334.90 00:23:33 1605Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
336.40 00:23:58 1606, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
341.30 00:24:45 1608Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
351.00 00:25:47 1609General Observation, within 8 inch: NO, Remarks: pipe material vitrified c
351.00 00:25:57 1610Manhole, within 8 inch: NO, Remarks: 1701-0033
1701-0033
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5222 4122 24 8 32 1.71 2.67 1.88
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080528 Y0TV0708G Dry Martin Garcia 98 68547
261.00 LACDPW ZLAS 05/23/2008 Jetting 1701
126TH ST
ZLAS
Light Highway
Not Controlled
M313-007
1701-0118
1701-0119
351.9 ft
Routine Assessment
Sanitary
0118/1701-0119/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:26 2071Manhole, within 8 inch: NO, Remarks: 1701-0118
4.50 00:01:15 2072, b S 1Crack Circumferential, from 8 to 11 o'clock, within 8 inch: YES
5.00 00:01:55 2074Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
7.70 00:02:26 2075, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
8.20 00:03:01 2077Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
8.20 00:03:16 2078 S 2Crack Longitudinal, at 3 o'clock, within 8 inch: NO
52.10 00:04:49 2079Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
53.70 00:05:06 2080, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
55.10 00:05:34 2082Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
78.40 00:06:44 2083Roots Fine Joint, from 10 to 5 o'clock, within 8 inch: YES
81.20 00:07:00 2084, bRoots Fine Joint, from 2 to 8 o'clock, within 8 inch: YES
84.70 00:07:30 2086, bRoots Fine Joint, from 2 to 10 o'clock, within 8 inch: YES
87.80 00:08:00 2088, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
87.80 00:08:37 2090 S 1Crack Circumferential, from 9 to 2 o'clock, within 8 inch: YES
88.90 00:08:52 2091Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
102.90 00:09:33 2092, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
127.70 00:10:33 2094, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
131.00 00:11:01 2096, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
131.00 00:11:27 2098 S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
132.00 00:11:49 2099Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
132.00 00:12:10 2100 M 4Roots Ball Connection, at 9 o'clock, 65 %, within 8 inch: NO
137.30 00:12:44 2101, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
137.30 00:12:56 2103 S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
1701-0118
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080528 Y0TV0708G Dry Martin Garcia 98 68547
261.00 LACDPW ZLAS 05/23/2008 Jetting 1701
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 2
137.30 00:12:44 2101, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
137.30 00:12:56 2103 S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
138.30 00:13:20 2104Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
138.30 00:13:32 2105 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
140.30 00:13:52 2106, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
156.10 00:15:13 2108, bRoots Fine Joint, from 4 to 6 o'clock, within 8 inch: YES
172.80 00:16:07 2110Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
172.80 00:16:18 2111 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
172.80 00:16:36 2112 M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO
184.40 00:17:15 2113Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
196.10 S1 00:17:49 2114, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
197.80 00:18:05 2117Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
197.80 00:18:17 2118 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
208.50 F1 00:18:52 2119Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
230.00 00:19:50 2120Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
230.00 00:20:10 2121 M 1Roots Fine Connection, at 3 o'clock, within 8 inch: NO
240.00 00:20:43 2122, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
334.60 00:24:36 2124, b S 5Broken, from 9 to 2 o'clock, within 8 inch: YES
351.90 00:26:25 2127General Observation, within 8 inch: NO, Remarks: pipe material vitrified c
351.90 00:26:35 2128Manhole, within 8 inch: NO, Remarks: 1701-0119
1701-0119
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 4115 14 9 23 1.75 1.5 1.64
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080529 Y0TV0708G Dry Martin Garcia 113 68543
273.00 LACDPW ZLAS 05/23/2008 Jetting 1701
127TH ST
ZLAS
Light Highway
Not Controlled
M313-008
1701-0114
1701-0113
352.5 ft
Routine Assessment
Sanitary
0113/1701-0114/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:528 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:24 2425Manhole, within 8 inch: NO, Remarks: 1701-0114
0.00 00:00:30 2426 M 1Vermin Cockroach, within 8 inch: NO
5.00 00:02:15 2427Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
7.60 00:03:03 2428Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
12.40 00:04:14 2429 M 2Water Level, 5 %, within 8 inch: NO
34.20 00:05:02 2430, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
80.70 00:07:12 2432, b S 1Crack Circumferential, from 7 to 10 o'clock, within 8 inch: YES
84.70 00:07:43 2434Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
94.00 00:08:16 2435Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
135.20 00:09:43 2436, bRoots Fine Joint, from 12 to 2 o'clock, within 8 inch: YES
136.80 00:10:12 2438Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
138.00 00:10:32 2439, bRoots Fine Joint, from 7 to 4 o'clock, within 8 inch: YES
145.10 00:11:23 2441Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
177.40 00:12:48 2442, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
183.50 00:13:31 2444, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
184.60 00:14:07 2446 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracksin lateral
194.90 00:14:51 2447Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
195.40 00:15:09 2448, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
196.70 00:15:39 2450Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
202.80 00:16:11 2451Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
228.80 00:17:35 2452, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
232.00 00:18:35 2454, b S 4Fracture Multiple, from 2 to 10 o'clock, within 8 inch: YES
232.90 00:19:26 2457 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracksin lateral
235.10 00:19:46 2458, b S 2Fracture Circumferential, from 1 to 10 o'clock, within 8 inch: YES
1701-0114
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080529 Y0TV0708G Dry Martin Garcia 113 68543
273.00 LACDPW ZLAS 05/23/2008 Jetting 1701
1:528 position observation MPEG photo grade
WinCanExport.mdb // page: 2
246.50 00:20:47 2460, b S 1Crack Circumferential, from 7 to 10 o'clock, within 8 inch: YES
247.60 00:21:14 2462Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
290.30 00:23:10 2463Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
294.80 00:23:44 2464, b S 1Crack Circumferential, from 5 to 8 o'clock, within 8 inch: YES
296.50 00:24:12 2466Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
307.00 00:25:09 2467, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
314.80 00:25:58 2469 M 2Water Level, 15 %, within 8 inch: NO
328.70 00:28:16 2470, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
329.40 00:28:45 2472Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
337.40 00:29:31 2473 M 2Deposits Attached Grease, from 10 to 2 o'clock, 5 %, within 8 inch: NO
339.00 00:29:47 2474Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
352.50 00:30:41 2475 M 1Vermin Cockroach, within 8 inch: NO
352.50 00:31:03 2476General Observation, within 8 inch: NO, Remarks: pipe material vitrified c
352.50 00:31:13 2477Manhole, within 8 inch: NO, Remarks: 1701-0113
1701-0113
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4122 2512 17 12 29 1.42 1.71 1.53
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080603 Y0TV0708G Dry Martin Garcia 142 84829
396.00 LACDPW ZLAS 05/29/2008 Jetting 1701
127TH ST
ZLAS
Light Highway
Not Controlled
M313-010
1756-0139
1701-0131
352 ft
Routine Assessment
Sanitary
0139/1756-0131/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:726 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:26 3078Manhole, within 8 inch: NO, Remarks: 1756-0139
4.00 00:00:54 3079Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
6.00 00:01:25 3080 M 2Water Level, 10 %, within 8 inch: NO
9.20 00:02:42 3081, b S 5Hole Void Visible, from 2 to 3 o'clock, within 8 inch: NO
22.10 00:03:33 3083Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
34.00 00:04:06 3084Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
48.80 00:04:45 3085Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
63.90 00:05:23 3086Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
90.90 00:06:26 3087Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
102.40 00:06:58 3088Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
151.30 00:08:46 3089Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
156.80 00:09:07 3090Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
177.70 00:10:01 3091Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
192.60 00:10:43 3092Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
207.80 00:11:24 3093Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
209.70 00:11:39 3094Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
245.40 00:13:00 3095 M 2Water Level, 5 %, within 8 inch: NO
249.20 00:13:16 3096Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
260.70 00:13:51 3097Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
275.40 00:14:31 3098Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
275.40 00:14:45 3099 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
284.30 00:15:12 3100Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
302.20 00:16:00 3101Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
314.30 00:16:42 3102Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
1756-0139
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080603 Y0TV0708G Dry Martin Garcia 142 84829
396.00 LACDPW ZLAS 05/29/2008 Jetting 1701
1:726 position observation MPEG photo grade
WinCanExport.mdb // page: 2
347.20 00:18:04 3103Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
352.00 00:18:33 3104 M 1Vermin Cockroach, within 8 inch: NO
352.00 00:18:56 3105General Observation, within 8 inch: NO, Remarks: pipe material vitrified c
352.00 00:19:06 3106Manhole, within 8 inch: NO, Remarks: 1701-0131
1701-0131
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2212 5 6 11 5 1.5 2.2
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080605 Y0TV0708G Dry Martin Garcia 183 68542
324.00 LACDPW ZLAS 05/29/2008 Jetting 1701
127TH ST
ZLAS
Light Highway
Not Controlled
M313-012
1701-0113
1701-0112
352.4 ft
Routine Assessment
Sanitary
0112/1701-0113/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:27 3936Manhole, within 8 inch: NO, Remarks: 1701-0113
0.00 00:00:35 3937 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:02 3938 M 2Water Level, 10 %, within 8 inch: NO
7.60 00:01:23 3939Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
9.10 00:01:42 3940, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
18.20 00:02:19 3942Roots Fine Joint, from 1 to 3 o'clock, within 8 inch: YES
30.60 00:03:03 3943 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
30.70 00:03:25 3944, b S 4Broken, from 12 to 2 o'clock, within 8 inch: YES
30.70 00:03:43 3946Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
31.70 00:04:06 3947 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracks
39.20 00:04:34 3948, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
39.20 00:04:52 3950Roots Fine Joint, from 12 to 5 o'clock, within 8 inch: YES
40.30 00:05:15 3951Tap Factory, at 9 o'clock, 6", within 8 inch: NO
48.30 00:05:55 3952, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
48.30 00:06:16 3954Roots Fine Joint, from 9 to 2 o'clock, within 8 inch: YES
54.10 00:06:39 3955, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
54.10 00:06:57 3957 S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
60.40 00:07:19 3958, bRoots Fine Joint, from 4 to 9 o'clock, within 8 inch: YES
63.60 00:07:46 3960, bRoots Fine Joint, from 3 to 4 o'clock, within 8 inch: YES
69.70 00:08:25 3962Roots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
72.60 00:09:09 3963 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
72.60 00:09:20 3964Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
73.70 00:09:38 3965Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
75.20 S1 00:10:01 3966, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
78.70 00:10:45 3970 S 3Fracture Longitudinal, at 12 o'clock, within 8 inch: YES
1701-0113
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080605 Y0TV0708G Dry Martin Garcia 183 68542
324.00 LACDPW ZLAS 05/29/2008 Jetting 1701
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 2
78.70 00:10:45 3970 S 3Fracture Longitudinal, at 12 o'clock, within 8 inch: YES
79.30 00:11:13 3971 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO, Remarks: cracks
81.10 00:11:33 3972, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
86.30 F1 00:12:00 3974Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
96.50 00:12:32 3975, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
96.50 00:12:43 3977 S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
99.80 00:13:18 3978, b S 1Crack Circumferential, from 12 to 7 o'clock, within 8 inch: YES
100.60 00:13:49 3980Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
100.60 00:14:00 3981 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
108.50 00:14:44 3982Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
108.50 00:15:05 3983 S 1Crack Circumferential, from 8 to 12 o'clock, within 8 inch: YES
109.70 00:15:20 3984Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
110.90 00:15:47 3985, b S 1Crack Circumferential, from 11 to 3 o'clock, within 8 inch: YES
110.90 00:16:04 3987Roots Fine Joint, at 4 o'clock, within 8 inch: YES
117.20 00:16:31 3988, b S 2Crack Longitudinal, at 2 o'clock, within 8 inch: YES
117.20 00:16:49 3990, bRoots Fine Joint, from 2 to 9 o'clock, within 8 inch: YES
118.90 00:17:14 3992, b M 2Deposits Attached Grease, from 2 to 4 o'clock, 5 %, within 8 inch: NO
120.40 00:17:35 3994, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
123.70 00:18:03 3996Roots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
126.80 00:18:25 3997Roots Fine Joint, from 11 to 3 o'clock, within 8 inch: YES
132.60 00:18:48 3998, bRoots Fine Joint, from 1 to 3 o'clock, within 8 inch: YES
132.60 00:19:17 4000 S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
140.10 00:19:45 4001Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
144.80 S2 00:20:10 4002, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
147.90 00:20:34 4006 S 2Crack Longitudinal, at 5 o'clock, within 8 inch: YES
160.10 F2 00:21:11 4007Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
160.10 00:21:29 4008 M 2Deposits Attached Grease, from 9 to 11 o'clock, 5 %, within 8 inch: YES
163.50 00:21:52 4009, b S 1Crack Circumferential, from 5 to 7 o'clock, within 8 inch: YES
163.50 00:22:08 4011 M 2Deposits Attached Grease, from 10 to 2 o'clock, 10 %, within 8 inch: YES
173.30 00:22:50 4012, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
176.20 00:23:17 4014 S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
176.20 00:23:37 4015 S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
179.90 00:23:58 4016Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080605 Y0TV0708G Dry Martin Garcia 183 68542
324.00 LACDPW ZLAS 05/29/2008 Jetting 1701
1:297 position observation MPEG photo grade
WinCanExport.mdb // page: 3
179.90 00:23:58 4016Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
181.50 00:24:15 4017 M 2Deposits Attached Grease, from 10 to 2 o'clock, 5 %, within 8 inch: NO
206.80 00:25:14 4018 M 2Deposits Attached Grease, from 10 to 2 o'clock, 10 %, within 8 inch: YES
212.90 00:25:41 4019, b M 3Deposits Attached Grease, from 9 to 3 o'clock, 15 %, within 8 inch: NO
241.00 00:26:59 4021, b S 1Crack Circumferential, from 1 to 4 o'clock, within 8 inch: YES
244.70 00:27:29 4023Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
249.70 00:27:57 4024, b S 1Crack Circumferential, from 1 to 5 o'clock, within 8 inch: YES
278.10 00:29:19 4026, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
296.60 00:30:23 4028, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
303.90 00:31:02 4030Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
314.80 00:31:35 4031, b S 1Crack Circumferential, from 3 to 9 o'clock, within 8 inch: YES
320.90 00:32:08 4033, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
327.20 00:32:37 4035, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
333.50 00:33:09 4037, b S 1Crack Circumferential, from 4 to 8 o'clock, within 8 inch: YES
352.40 00:34:12 4039 M 1Vermin Cockroach, within 8 inch: NO
352.40 00:34:36 4040General Observation, within 8 inch: NO, Remarks: pipe material vitrified c
352.40 00:34:45 4041Manhole, within 8 inch: NO, Remarks: 1701-0112
1701-0112
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 3128 47 22 69 1.62 1.83 1.68
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080611 Y0TV0708G Dry Martin Garcia 223 68474
272.00 LACDPW ZLAS 06/06/2008 Jetting 1701
CARLTON AV
ZLAS
Light Highway
Not Controlled
M313-015
1701-0175
1701-0176
353.5 ft
Routine Assessment
Sanitary
0175/1701-0176/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:800 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:28 4921Manhole, within 8 inch: NO, Remarks: 1701-0175
11.30 00:01:18 4922 M 2Water Level, 5 %, within 8 inch: NO
15.60 00:01:37 4923Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
63.90 00:03:15 4924Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
86.90 00:04:09 4925Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
119.90 00:05:25 4926Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
122.60 00:05:46 4927Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
165.90 00:07:19 4928Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
188.90 00:08:17 4929Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
217.20 00:09:25 4930Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
223.40 00:10:04 4931, b S 2Fracture Circumferential, from 4 to 11 o'clock, within 8 inch: YES
224.50 00:10:53 4933, b S 5Hole Void Visible, from 6 to 11 o'clock, within 8 inch: NO
225.40 00:11:21 4935, b S 2Fracture Circumferential, from 4 to 11 o'clock, within 8 inch: NO
229.60 00:12:05 4937Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
242.60 00:12:46 4938Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
311.60 00:15:11 4939Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
314.20 00:15:33 4940Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
323.60 00:16:06 4941 M 2Deposits Attached Grease, from 9 to 3 o'clock, 5 %, within 8 inch: NO
332.00 00:16:33 4942Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
333.50 00:16:47 4943 M 2Water Level, 10 %, within 8 inch: NO
353.50 00:17:43 4944 M 1Vermin Cockroach, within 8 inch: NO
353.50 00:18:00 4945General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
353.50 00:18:10 4946Manhole, within 8 inch: NO, Remarks: 1701-0176
1701-0175
1701-0176
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 2311 9 7 16 3 1.75 2.29
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080619 Y0TV0708G Dry Martin Garcia 296 63462
66.00 LACDPW ZLAS 06/11/2008 Jetting 1756
ALLEY
ZLAS
Alley
Not Controlled
M313-019
1756-0045
1756-0044
59.2 ft
Routine Assessment
Sanitary
0044/1756-0045/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:150 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:29 6622Manhole, within 8 inch: NO, Remarks: 1756-0045
5.00 00:00:58 6623Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
6.00 00:01:15 6624 M 2Water Level, 10 %, within 8 inch: NO
7.20 00:01:57 6625, b S 5Hole Soil Visible, from 11 to 1 o'clock, within 8 inch: YES
7.20 00:02:13 6627 S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
7.20 00:02:27 6628 M 2Deposits Attached Grease, from 8 to 9 o'clock, 5 %, within 8 inch: YES
8.60 00:02:44 6629Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
35.00 00:03:41 6630 M 2Water Level, 15 %, within 8 inch: NO
59.20 00:04:44 6631General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
59.20 00:04:52 6632Manhole, within 8 inch: NO, Remarks: 1756-0044
1756-0045
1756-0044
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 2300 6 6 12 3 2 2.4
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080627 Y0TV0708G Dry Martin Garcia 365 63407
390.00 LACDPW ZLAS 06/23/2008 Jetting 1756
EL SEGUNDO BV
ZLAS
Main Highway - Urban
Not Controlled
M313-024
1756-0115
1756-0114
280.2 ft
Routine Assessment
Sanitary
0114/1756-0115/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:594 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:24 8314Manhole, within 8 inch: NO, Remarks: 1756-0115
1.50 00:00:55 8315, b S 5Hole Soil Visible, from 7 to 2 o'clock, within 8 inch: YES
6.00 00:01:40 8319 M 2Water Level, 10 %, within 8 inch: NO
10.20 00:03:03 8320, b S 2Fracture Circumferential, from 3 to 5 o'clock, within 8 inch: YES
19.80 00:03:42 8322 S 2Crack Longitudinal, at 12 o'clock, within 8 inch: YES
31.80 S1 00:04:22 8323, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
31.80 00:04:34 8327, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
34.90 00:05:07 8329Roots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
53.00 00:06:13 8330Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
56.00 S2 00:06:32 8331, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
129.70 00:10:41 8335, b S 2Fracture Circumferential, from 3 to 5 o'clock, within 8 inch: YES
130.70 00:11:16 8337, b S 5Hole Soil Visible, from 3 to 4 o'clock, within 8 inch: NO
159.40 F2 00:12:53 8339Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
162.90 00:13:15 8340, b S 2Joint Offset Large, within 8 inch: YES
164.00 00:13:42 8342Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
187.70 00:15:00 8343Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
190.80 00:15:14 8344Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
193.90 00:15:47 8345, bRoots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
200.30 S3 00:16:24 8347, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
216.90 00:17:46 8351Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
1756-0115
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080627 Y0TV0708G Dry Martin Garcia 365 63407
390.00 LACDPW ZLAS 06/23/2008 Jetting 1756
1:594 position observation MPEG photo grade
WinCanExport.mdb // page: 2
275.30 00:21:28 8352Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
275.70 F3 00:21:39 8353Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
279.80 F1 00:22:02 8354 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
280.20 00:22:19 8355 M 1Vermin Cockroach, within 8 inch: NO
280.20 00:22:35 8356General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
280.20 00:22:49 8357Manhole, within 8 inch: NO, Remarks: 1756-0114
1756-0114
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5224 2111 20 3 23 2.5 1.5 2.3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080708 Y0TV0708G Dry Martin Garcia 416 63338
272.00 LACDPW ZLAS 06/27/2008 Jetting 1756
EASEMENT
ZLAS
Easement/Right of Way
Not Controlled
M313-028
1756-0180
1756-0179
270.1 ft
Routine Assessment
Sanitary
0179/1756-0180/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:396 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:25 9757Manhole, within 8 inch: NO, Remarks: 1756-0180
3.00 00:00:56 9758 S 1Joint Offset Medium, within 8 inch: YES
3.00 00:01:16 9759 S 1Crack Circumferential, from 12 to 2 o'clock, within 8 inch: YES
6.00 00:01:50 9760 M 2Water Level, 15 %, within 8 inch: NO
13.10 00:02:31 9761, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
15.60 00:03:03 9763, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
28.10 00:03:51 9765 M 2Water Level, 10 %, within 8 inch: NO
59.50 00:05:02 9766Tap Break-in Active, at 9 o'clock, 4", within 8 inch: NO
59.50 00:05:12 9767 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
64.70 00:05:33 9768 M 2Water Level, 5 %, within 8 inch: NO
68.30 00:05:51 9769, b S 2Fracture Circumferential, from 9 to 12 o'clock, within 8 inch: NO
92.10 00:07:12 9771, bRoots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
92.10 00:07:24 9773, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
100.70 00:08:05 9775, bRoots Fine Joint, from 12 to 2 o'clock, within 8 inch: YES
107.30 00:08:44 9777, bRoots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
110.60 00:09:14 9779, bRoots Fine Joint, from 2 to 3 o'clock, within 8 inch: YES
143.80 00:10:46 9781, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
146.30 00:11:16 9783Tap Break-in, at 9 o'clock, 6", within 8 inch: NO
146.30 00:11:36 9784 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
146.90 00:12:03 9785, bRoots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
150.00 00:12:29 9787, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
156.70 00:13:06 9789, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
156.70 00:13:23 9791, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
175.00 00:14:20 9793, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
1756-0180
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080708 Y0TV0708G Dry Martin Garcia 416 63338
272.00 LACDPW ZLAS 06/27/2008 Jetting 1756
1:396 position observation MPEG photo grade
WinCanExport.mdb // page: 2
181.40 00:14:55 9795Roots Fine Joint, at 1 o'clock, within 8 inch: YES
183.80 00:15:20 9796Roots Fine Joint, from 7 to 10 o'clock, within 8 inch: YES
186.80 00:15:36 9797, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
200.50 00:16:32 9799Tap Break-in, at 3 o'clock, 6", within 8 inch: NO
200.50 00:16:43 9800 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
208.30 00:17:09 9801, bRoots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
214.60 00:17:42 9803, bRoots Fine Joint, from 12 to 4 o'clock, within 8 inch: YES
217.90 00:18:11 9805, bRoots Fine Joint, from 10 to 3 o'clock, within 8 inch: YES
227.40 00:18:49 9807, bRoots Fine Joint, from 9 to 11 o'clock, within 8 inch: YES
251.80 00:20:01 9809, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
269.20 00:21:08 9811Roots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
269.20 00:21:26 9812, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
270.10 00:22:03 9814, b S 5Hole Soil Visible, from 9 to 12 o'clock, within 8 inch: NO
270.10 00:22:45 9817General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
270.10 00:23:10 9818End of Pipe, within 8 inch: NO, Remarks: 1756-0179 PIPES BEEN CAPP
1756-0179
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 2313 14 9 23 1.75 1.5 1.64
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080709 Y0TV0708G Dry Martin Garcia 437 68357
341.00 LACDPW ZLAS 06/27/2008 Jetting 1701
135TH ST
ZLAS
Light Highway
Not Controlled
M313-029
1701-0316
1701-0317
337.1 ft
Routine Assessment
Sanitary
0316/1701-0317/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:750 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:36 10502Manhole, within 8 inch: NO, Remarks: 1701-0316
6.00 00:01:13 10503 M 2Water Level, 10 %, within 8 inch: NO
35.80 00:02:19 10504, b S 5Hole Soil Visible, from 8 to 10 o'clock, within 8 inch: YES
90.70 00:04:32 10506, b S 1Crack Circumferential, from 1 to 6 o'clock, within 8 inch: YES
117.90 00:05:51 10508, bRoots Fine Joint, from 9 to 12 o'clock, within 8 inch: YES
180.00 00:08:08 10510, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
182.90 00:08:40 10512, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
192.60 00:09:22 10514, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
207.60 00:10:22 10516, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
213.90 00:10:54 10518, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
220.10 00:11:26 10520, bRoots Fine Joint, from 3 to 8 o'clock, within 8 inch: YES
228.80 S1 00:12:01 10522, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
269.60 F1 00:14:07 10526Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
281.80 00:14:36 10527, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
284.30 00:14:58 10529, bRoots Fine Joint, from 7 to 11 o'clock, within 8 inch: YES
337.10 00:17:29 10531General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
337.10 00:17:39 10532Manhole, within 8 inch: NO, Remarks: 1701-0317
1701-0316
1701-0317
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5111 2100 6 2 8 3 2 2.67
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080710 Y0TV0708G Dry Martin Garcia 458 63346
250.00 LACDPW ZLAS 06/27/2008 Jetting 1756
EASEMENT
ZLAS
Easement/Right of Way
Not Controlled
M313-030
1756-0187
1756-0186
250.4 ft
Routine Assessment
Sanitary
0186/1756-0187/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:429 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:32 11056Manhole, within 8 inch: NO, Remarks: 1756-0187
3.00 00:01:14 11057, b S 1Crack Circumferential, from 2 to 6 o'clock, within 8 inch: YES
6.00 00:02:21 11059 M 2Water Level, 10 %, within 8 inch: NO
11.40 00:02:50 11060, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
11.40 00:03:14 11062Roots Fine Joint, from 11 to 1 o'clock, within 8 inch: YES
13.90 S1 00:03:40 11063, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
46.70 00:05:09 11067Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
46.70 00:05:19 11068 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
52.60 00:05:47 11069Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
52.60 00:05:59 11070 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
100.20 F1 00:07:54 11071Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
107.60 00:08:15 11072Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
109.80 00:08:29 11073Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
153.70 00:09:58 11074, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
162.40 00:10:34 11076, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
164.70 00:10:54 11078Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
164.70 00:11:04 11079 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
165.30 00:11:17 11080, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
165.30 00:11:38 11082 S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
167.60 00:11:54 11083Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
167.60 00:12:11 11084 M 4Roots Ball Lateral, at 3 o'clock, 90 %, within 8 inch: NO
180.10 00:12:45 11085, bRoots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
183.20 S2 00:13:08 11087, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
1756-0187
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080710 Y0TV0708G Dry Martin Garcia 458 63346
250.00 LACDPW ZLAS 06/27/2008 Jetting 1756
1:429 position observation MPEG photo grade
WinCanExport.mdb // page: 2
201.10 00:14:39 11091, b S 5Hole Soil Visible, from 12 to 2 o'clock, within 8 inch: NO
206.70 F2 00:15:21 11093Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
225.50 00:16:04 11094Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
228.30 00:16:17 11095Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
244.40 00:17:06 11096, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
244.40 00:17:22 11098Roots Fine Joint, from 10 to 2 o'clock, within 8 inch: YES
249.60 00:17:42 11099, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: NO
250.40 00:18:18 11101General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
250.40 00:18:29 11102Manhole, within 8 inch: NO, Remarks: 1756-0186
1756-0186
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5115 4121 10 9 19 1.67 1.8 1.73
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080711 Y0TV0708G Dry Martin Garcia 467 68369
274.00 LACDPW ZLAS 07/08/2008 Jetting 1701
EASEMENT
ZLAS
Easement/Right of Way
Not Controlled
M313-031
1701-0327
1701-0328
277.6 ft
Routine Assessment
Sanitary
0327/1701-0328/1701
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:26 11219Manhole, within 8 inch: NO, Remarks: 1701-0327
0.00 00:00:32 11220 M 1Vermin Cockroach, within 8 inch: NO
5.00 00:01:08 11221Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
8.70 00:04:30 11222 M 2Water Level, 10 %, within 8 inch: NO
51.10 00:05:53 11223Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
51.10 00:06:07 11224 M 3Roots Medium Lateral, at 9 o'clock, 10 %, within 8 inch: NO
53.70 00:06:32 11225Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
63.50 00:07:24 11226, b S 5Hole Void Visible, from 1 to 3 o'clock, within 8 inch: NO
65.00 00:07:54 11228Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
67.30 00:08:15 11229, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
90.10 00:09:23 11231Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
92.70 00:09:45 11232Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
100.20 00:10:26 11233, b S 1Crack Circumferential, from 7 to 12 o'clock, within 8 inch: YES
103.60 00:11:05 11235, b S 1Crack Circumferential, from 11 to 5 o'clock, within 8 inch: YES
143.80 00:12:50 11237, b S 1Crack Circumferential, from 1 to 4 o'clock, within 8 inch: YES
145.00 00:13:16 11239Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
145.00 00:13:27 11240 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
147.40 00:13:50 11241Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
177.00 00:15:00 11242, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
196.70 00:16:03 11244Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
196.70 00:16:21 11245 M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO
199.50 00:16:41 11246Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
200.60 00:17:05 11247, b S 1Crack Circumferential, from 10 to 3 o'clock, within 8 inch: YES
1701-0327
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080711 Y0TV0708G Dry Martin Garcia 467 68369
274.00 LACDPW ZLAS 07/08/2008 Jetting 1701
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 2
225.40 00:18:11 11249, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
225.40 00:18:29 11251Roots Fine Joint, from 8 to 5 o'clock, within 8 inch: YES
241.00 00:19:09 11252, bRoots Fine Joint, from 3 to 9 o'clock, within 8 inch: YES
248.60 00:19:47 11254Tap Factory Active, at 9 o'clock, 4", within 8 inch: NO
248.60 00:19:58 11255 M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
248.60 00:20:14 11256 M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO
250.80 00:20:37 11257Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
271.00 00:21:35 11258, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
277.60 00:22:15 11260 M 1Vermin Cockroach, within 8 inch: NO
277.60 00:22:33 11261General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
277.60 00:22:49 11262Manhole, within 8 inch: NO, Remarks: 1701-0328 BURIED MANHOLE
1701-0328
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5118 3121 13 11 24 1.44 1.38 1.41
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080716 Y0TV0708G Dry Martin Garcia 485 63353
361.00 LACDPW ZLAS 07/08/2008 Jetting 1756
127TH ST
ZLAS
Light Highway
Not Controlled
M313-033
1756-0193
1756-0194
346.6 ft
Routine Assessment
Sanitary
0193/1756-0194/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:627 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:01:06 11683Manhole, within 8 inch: NO, Remarks: 1756-0193
0.00 00:01:18 11684 M 1Vermin Cockroach, within 8 inch: NO
5.00 00:01:56 11685 M 2Water Level, 10 %, within 8 inch: NO
5.80 00:02:09 11686Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
7.30 00:02:34 11687, b S 1Crack Circumferential, from 7 to 1 o'clock, within 8 inch: YES
8.40 00:02:53 11689Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
9.80 S1 00:3:10 11690, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
41.60 00:04:49 11694Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
77.20 00:06:32 11695Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
127.10 00:08:52 11696, b S 2Fracture Circumferential, from 4 to 2 o'clock, within 8 inch: YES
128.40 00:09:22 11698Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
152.20 00:10:37 11699Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
185.30 00:12:05 11700Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
186.80 00:12:18 11701 S 1Crack Circumferential, within 8 inch: NO
188.90 F1 00:12:28 11702 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
205.50 00:13:10 11703, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
205.50 00:13:27 11705, b S 5Hole Void Visible, at 12 o'clock, within 8 inch: NO
209.40 00:14:07 11707Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
213.90 S1 00:14:29 11708, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
244.60 F1 00:15:58 11712 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
257.70 00:16:36 11713Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
265.20 00:17:09 11714, b S 1Crack Circumferential, from 9 to 4 o'clock, within 8 inch: YES
277.50 00:17:58 11716, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
1756-0193
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080716 Y0TV0708G Dry Martin Garcia 485 63353
361.00 LACDPW ZLAS 07/08/2008 Jetting 1756
1:627 position observation MPEG photo grade
WinCanExport.mdb // page: 2
292.90 00:18:57 11718, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
295.70 00:19:27 11720, b S 1Crack Circumferential, from 4 to 9 o'clock, within 8 inch: YES
301.80 S0 00:20:05 11722, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
302.70 00:20:32 11726Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
341.20 F0 00:22:31 11727 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
346.60 00:22:50 11728 M 1Vermin Cockroach, within 8 inch: NO
346.60 00:23:18 11729General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
346.60 00:23:27 11730Manhole, within 8 inch: NO, Remarks: 1756-0194
1756-0194
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 2112 20 4 24 1.33 1.33 1.33
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080718 Y0TV0708G Dry Martin Garcia 525 63487
40.00 LACDPW ZLAS 07/08/2008 Jetting 1756
EASEMENT
ZLAS
Easement/Right of Way
Not Controlled
M313-035
1756-0067
1756-0068
244.1 ft
Routine Assessment
Sanitary
0067/1756-0068/1756
Circular 6"/6"Vitrified Clay Pipe Pipe Length:
1:550 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:20 12421Manhole, within 8 inch: NO, Remarks: 1756-0067
0.00 00:00:27 12422 M 1Vermin Cockroach, within 8 inch: NO
2.00 00:01:39 12423 S 2Fracture Circumferential, from 10 to 2 o'clock, within 8 inch: YES
4.00 00:01:59 12424, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: YES
5.50 00:02:35 12426, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
6.50 00:03:09 12428 M 2Water Level, 5 %, within 8 inch: NO
10.60 00:03:24 12429 M 3Water Mark, 40 %, within 8 inch: NO
43.40 00:04:29 12430Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
46.90 00:04:44 12431, bRoots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
59.10 00:05:21 12433, bRoots Fine Joint, from 3 to 8 o'clock, within 8 inch: YES
94.30 00:06:43 12435Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
170.90 00:9:10 12436Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
225.60 00:11:02 12437Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
235.60 00:11:32 12438Roots Fine Joint, from 9 to 3 o'clock, within 8 inch: YES
235.70 00:11:59 12439, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
243.00 00:12:47 12441, b S 2Fracture Circumferential, from 7 to 5 o'clock, within 8 inch: NO
243.00 00:13:05 12444, bRoots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
244.10 00:14:00 12446 S 5Broken, from 3 to 9 o'clock, within 8 inch: NO
244.10 00:14:54 12447End of Pipe, within 8 inch: NO, Remarks: 1756-0068 PIPE CAPPED OFF
244.10 00:15:11 12448General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
1756-0067
1756-0068
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5124 3121 14 6 20 2.33 2 2.22
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080721 Y0TV0708G Dry Martin Garcia 532 63441
197.00 LACDPW ZLAS 07/17/2008 Jetting 1756
AVALON BV
ZLAS
Light Highway
Not Controlled
M313-036
1756-0149
1756-0150
221 ft
Routine Assessment
Sanitary
0149/1756-0150/1756
Circular 15"/15"Vitrified Clay Pipe Pipe Length:
1:500 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:25 12540Manhole, within 8 inch: NO, Remarks: 1756-0149
3.70 00:00:42 12541 M 2Water Level, 20 %, within 8 inch: NO
34.70 00:01:35 12542Tap Factory Capped, at 10 o'clock, 6", within 8 inch: NO
67.90 00:02:27 12543 M 2Water Mark, 25 %, within 8 inch: NO
83.60 00:02:57 12544Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
136.50 00:04:19 12545Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
141.00 00:04:54 12546, b S 5Broken Void Visible, from 12 to 2 o'clock, within 8 inch: YES
141.00 00:05:17 12548, b S 2Fracture Circumferential, from 12 to 5 o'clock, within 8 inch: YES
221.00 00:07:24 12550 M 1Vermin Cockroach, within 8 inch: NO
221.00 00:07:40 12551General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
221.00 00:07:49 12552Manhole, within 8 inch: NO, Remarks: 1756-0150
1756-0149
1756-0150
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5121 2211 7 5 12 3.5 1.67 2.4
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080723 Y0TV0708G Dry Martin Garcia 562 63354
112.00 LACDPW ZLAS 07/17/2008 Jetting 1756
CENTRAL AV
ZLAS
Light Highway
Not Controlled
M313-038
1756-0194
1756-0195
130.4 ft
Routine Assessment
Sanitary
0194/1756-0195/1756
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:300 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:21 13114Manhole, within 8 inch: NO, Remarks: 1756-0194
0.00 00:00:28 13115 M 1Vermin Cockroach, within 8 inch: NO
6.00 00:01:05 13116 M 2Water Level, 20 %, within 8 inch: NO
11.10 00:01:42 13117, b M 2Obstacle Other, from 7 to 9 o'clock, 10 %, within 8 inch: NO
11.10 00:01:59 13119, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
12.90 00:02:23 13121, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
14.50 00:02:50 13123, b S 5Hole Void Visible, from 7 to 11 o'clock, within 8 inch: NO
14.50 00:03:05 13125, b S 5Broken Void Visible, from 7 to 11 o'clock, within 8 inch: NO
16.90 00:03:25 13127, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES
25.50 S1 00:03:57 13129, b S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, Start
130.10 F1 00:07:49 13133 S 1Crack Circumferential, from 7 to 5 o'clock, within 8 inch: YES, End
130.40 00:08:09 13134 M 1Vermin Cockroach, within 8 inch: NO
130.40 00:08:26 13135General Observation, within 8 inch: NO, Remarks: PIPE MATERIALVITRIFIED C
130.40 00:08:35 13136Manhole, within 8 inch: NO, Remarks: 1756-0195
1756-0194
1756-0195
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5215 2212 15 6 21 2.14 1.5 1.91
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080604 YOTV0708G Dry Gilbert Contreras 726 69064
255.00 LACDPW ZLAS 06/03/2008 Jetting 1699
93RD ST
ZLAS
Sidewalk
Not Controlled
G312-012
1699-0129
1699-0128
220.5 ft
Routine Assessment
Sanitary
0128/1699-0129/1699
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:500 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:52 2378Manhole, within 8 inch: NO, Remarks: 1699-0129
6.00 00:01:28 2379 M 2Water Level, 10 %, within 8 inch: NO
21.90 00:02:23 2380Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
72.50 00:04:02 2381Tap Factory Capped, at 3 o'clock, 4", within 8 inch: NO
134.40 S1 00:07:06 2382, b S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES, Start
134.40 00:07:29 2385, b M 3Infil Dripper, from 7 to 5 o'clock, within 8 inch: YES
134.40 00:08:40 2387, b S 4Broken, from 10 to 12 o'clock, within 8 inch: NO
134.40 S2 00:09:05 2389, b S 4Deformed, 10 %, within 8 inch: NO, Start
135.40 00:11:12 2391, b M 2Tap Factory Defective, at 12 o'clock, 6", within 8 inch: NO, Remarks:fractured
136.00 00:12:27 2393, b M 2Roots Fine Barrel, from 2 to 3 o'clock, within 8 inch: NO
137.40 F1 00:13:50 2395 S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: YES, End
137.40 F2 00:14:03 2396 S 4Deformed, 10 %, within 8 inch: NO, End
220.50 00:17:25 2397, b S 5Broken Void Visible, from 5 to 8 o'clock, within 8 inch: NO
220.50 00:19:03 2399Manhole, within 8 inch: NO, Remarks: 1699-0128
1699-0129
1699-0128
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5145 3123 25 9 34 4.17 2.25 3.4
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080606 YOTV0708G Dry Gilbert Contreras 753 69117
324.00 LACDPW ZLAS 06/05/2008 Jetting 1699
101ST ST
ZLAS
Light Highway
Not Controlled
G312-014
1699-0057
1699-0059
324.7 ft
Routine Assessment
Sanitary
0057/1699-0059/1699
Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Cured in Place
1:725 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:47 2859Manhole, within 8 inch: NO, Remarks: 1699-0057
0.00 00:01:11 2860 M 2Water Level, 10 %, within 8 inch: NO
76.10 00:03:37 2861Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
81.30 00:04:03 2862Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
102.00 00:04:56 2863Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
119.90 00:05:47 2864Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
163.80 00:07:11 2865Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
192.20 00:08:21 2866Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
225.30 00:09:30 2867Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
250.90 00:10:23 2868Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
297.10 00:12:05 2869Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
324.70 00:13:25 2870, b S 4Broken, from 7 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH1699-0059
324.70 00:14:25 2872Manhole, within 8 inch: NO, Remarks: 1699-0059
1699-0057
1699-0059
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080613 YOTV0708G Dry Gilbert Contreras 816 71430
332.00 LACDPW ZLAS 06/12/2008 Jetting 1645
105TH ST
ZLAS
Light Highway
Not Controlled
G312-019
1645-0188
1645-0189
334.5 ft
Routine Assessment
Sanitary
0188/1645-0189/1645
Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Cured in Place
1:750 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:46 3938Manhole, within 8 inch: NO, Remarks: 1645-0188
6.00 00:01:22 3939 M 2Water Level, 10 %, within 8 inch: NO
6.20 00:01:34 3940Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
55.10 00:03:43 3941Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
65.80 00:04:28 3942Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
83.50 00:05:28 3943Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
127.00 00:07:19 3944Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
150.60 00:08:28 3945Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
191.20 00:10:17 3946Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
207.20 00:11:21 3947Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
242.00 00:13:39 3948Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
255.60 00:14:49 3949Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
311.50 00:18:10 3950Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
316.80 00:19:11 3951Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
324.80 00:19:55 3952Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
334.50 00:21:09 3953, b S 4Broken, from 4 to 6 o'clock, within 8 inch: NO
334.50 00:22:00 3955Manhole, within 8 inch: NO, Remarks: 1645-0189
1645-0188
1645-0189
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080613 YOTV0708G Dry Gilbert Contreras 821 68945
309.00 LACDPW ZLAS 06/12/2008 Jetting 1700
105TH ST
ZLAS
Light Highway
Not Controlled
G312-019
1700-0054
1700-0053
311 ft
Routine Assessment
Sanitary
0053/1700-0054/1700
Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Cured in Place
1:700 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:55 3989Manhole, within 8 inch: NO, Remarks: 1700-0054
6.00 00:01:26 3990 M 2Water Level, 10 %, within 8 inch: NO
15.50 00:01:55 3991Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
56.50 00:03:18 3992Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
69.50 00:04:13 3993Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
77.10 00:04:43 3994Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
82.20 00:05:15 3995Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
136.50 00:06:56 3996Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
172.80 00:08:21 3997Tap Factory, at 9 o'clock, 6", within 8 inch: NO
180.40 00:08:50 3998Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
213.50 00:10:07 3999Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
264.90 00:11:53 4000Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
306.10 00:13:12 4001Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
311.00 00:14:39 4002, b S 4Broken, from 2 to 5 o'clock, within 8 inch: NO, Remarks: channel ofmanhole
311.00 00:15:14 4004Manhole, within 8 inch: NO, Remarks: 1700-0053
1700-0054
1700-0053
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080616 YOTV0708G Dry Gilbert Contreras 837 71322
326.00 LACDPW ZLAS 06/13/2008 Jetting 1645
NORMANDIE AV
ZLAS
Main Highway - Suburban/Rural
Not Controlled
G312-020
1645-0207
1645-0208
330.8 ft
Routine Assessment
Sanitary
0207/1645-0208/1645
Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Cured in Place
1:750 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.10 00:00:44 4278Manhole, within 8 inch: NO, Remarks: 1645-0207
6.10 00:01:24 4279 M 2Water Level, 10 %, within 8 inch: NO
6.10 00:01:52 4280General Observation, within 8 inch: NO, Remarks: Flow direction is incorre
59.90 00:03:27 4281Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
131.70 00:05:34 4282Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
157.50 00:06:40 4283Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
249.90 00:09:13 4284Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
330.80 00:12:15 4285, b S 4Broken, from 7 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH
330.80 00:13:11 4287Manhole, within 8 inch: NO, Remarks: 1645-0208
1645-0207
1645-0208
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080625 YOTV0708G Dry Gilbert Contreras 928 71371
336.00 LACDPW ZLAS 06/24/2008 Jetting 1645
108TH ST
ZLAS
Light Highway
Not Controlled
G312-027
1645-0251
1645-0250
310.2 ft
Routine Assessment
Sanitary
0250/1645-0251/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:700 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:37 5988Manhole, within 8 inch: NO, Remarks: 1645-0251
0.00 00:00:51 5989 M 2Water Level, 5 %, within 8 inch: NO
9.10 00:01:25 5990Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
51.50 00:03:02 5991Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
72.20 00:04:05 5992Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
114.50 00:05:24 5993Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
114.50 00:05:44 5994, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
156.40 00:07:20 5996Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
158.10 00:8:10 5997, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
158.10 00:08:23 5999, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
160.20 S1 00:09:18 6001, b S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES, Start
160.90 00:10:10 6003, b S 5Broken, from 4 to 8 o'clock, within 8 inch: YES
160.90 S2 00:10:33 6006, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
160.90 F1 00:11:16 6008 S 2Fracture Circumferential, from 4 to 8 o'clock, within 8 inch: YES, End
219.90 00:13:04 6009Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
288.60 F2 00:16:17 6010 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
288.60 S3 00:16:35 6011, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES, Start
289.60 00:17:07 6013Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
306.30 F3 00:18:27 6014Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES, End
310.20 00:19:07 6015Manhole, within 8 inch: NO, Remarks: 1645-0250
1645-0251
1645-0250
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5133 2111 18 3 21 3 1.5 2.63
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080701 YOTV0708G Dry Gilbert Contreras 974 68786
139.00 LACDPW ZLAS 06/30/2008 Jetting 1700
112TH ST
ZLAS
Light Highway
Not Controlled
G312-031
1700-0143
1700-0146
149.7 ft
Routine Assessment
Sanitary
0143/1700-0146/1700
Circular 8"/8"Concrete Pipe (non-reinforced) Pipe Length: Spiral Wound
1:350 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:38 6716Manhole, within 8 inch: NO, Remarks: 1700-0143
4.50 00:01:18 6717Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
5.00 00:01:42 6718 M 2Water Level, 5 %, within 8 inch: NO
6.00 00:01:59 6719Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
16.60 00:02:31 6720Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
47.50 00:03:32 6721Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
68.00 00:04:20 6722Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
149.70 00:06:43 6723, b S 5Broken, from 3 to 9 o'clock, within 8 inch: NO, Remarks: Channel of MH
149.70 00:07:17 6725Manhole, within 8 inch: NO, Remarks: 1700-0146
1700-0143
1700-0146
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2100 5 2 7 5 2 3.5
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080709 YOTV0708G Dry Gilbert Contreras 1048 68747
140.00 LACDPW ZLAS 07/09/2008 Jetting 1700
GEDDES ST
ZLAS
Light Highway
Not Controlled
G312-036
1700-0232
1700-0233
179.3 ft
Routine Assessment
Sanitary
0232/1700-0233/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:400 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:40 7800Manhole, within 8 inch: NO, Remarks: 1700-0232
0.40 00:01:01 7801 M 2Water Level, 5 %, within 8 inch: NO
2.80 00:01:27 7802, b S 3Fracture Longitudinal, at 3 o'clock, within 8 inch: YES
2.80 00:01:48 7804, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
21.20 00:03:13 7806, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
22.00 00:03:41 7808Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
24.60 00:04:02 7809Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
32.00 00:05:23 7810, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
32.00 00:05:36 7812, b S 5Broken, from 4 to 8 o'clock, within 8 inch: YES
95.90 S1 00:07:28 7814, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
95.90 00:09:00 7818, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
99.90 00:09:35 7820Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
108.50 00:10:10 7821Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
110.10 00:11:28 7822, bSurface Other Unknown, from 4 to 8 o'clock, within 8 inch: YES
159.40 00:13:54 7824Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
176.00 F1 00:14:45 7825 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
179.30 00:15:41 7826Manhole, within 8 inch: NO, Remarks: 1700-0233
1700-0232
1700-0233
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5137 2100 26 2 28 3.25 2 3.11
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080710 YOTV0708G Dry Gilbert Contreras 1062 68764
161.00 LACDPW ZLAS 07/09/2008 Jetting 1700
ALLEY
ZLAS
Alley
Not Controlled
G312-037
1700-0251
1700-0250
114.4 ft
Routine Assessment
Sanitary
0250/1700-0251/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:275 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:38 8020Manhole, within 8 inch: NO, Remarks: 1700-0251
5.00 00:01:00 8021 M 2Water Level, 5 %, within 8 inch: NO
29.90 00:01:55 8022, b S 4Hole, from 9 to 10 o'clock, within 8 inch: NO
84.90 00:03:34 8024Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
114.40 00:04:45 8025Manhole, within 8 inch: NO, Remarks: 1700-0250
1700-0251
1700-0250
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080711 YOTV0708G Dry Gilbert Contreras 1071 68732
300.00 LACDPW ZLAS 07/10/2008 Jetting 1700
BUDLONG AV
ZLAS
Light Highway
Not Controlled
G312-038
1700-0212
1700-0255
92 ft
Routine Assessment
Sanitary
0212/1700-0255/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:225 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:33 8129Manhole, within 8 inch: NO, Remarks: 1700-0212
5.00 00:00:56 8130 M 2Water Level, 15 %, within 8 inch: NO
8.00 S1 00:01:19 8131, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,Start
28.00 F1 00:04:24 8135 M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,End
41.00 S2 00:05:04 8136, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 15 %, within 8 inch: YES,Start
47.10 F2 00:05:37 8138 M 3Deposits Attached Grease, from 8 to 4 o'clock, 15 %, within 8 inch: YES,End
55.80 00:06:09 8139, b M 2Deposits Attached Grease, from 8 to 4 o'clock, 10 %, within 8 inch: NO
56.00 00:06:47 8141, b S 4Fracture Multiple, from 8 to 4 o'clock, within 8 inch: YES
57.50 S3 00:07:29 8143, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,Start
59.60 F3 00:08:22 8145 M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: NO,End
74.60 S4 00:09:08 8146, b M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: YES,Start
92.00 F4 00:14:02 8149 M 3Deposits Attached Grease, from 8 to 4 o'clock, 20 %, within 8 inch: YES,End
92.00 00:14:23 8150Abandoned Survey, within 8 inch: NO, Remarks: Completes inspection of e
1700-0212
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 3822 4 28 32 4 2.8 2.91
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080711 YOTV0708G Dry Gilbert Contreras 1076 68769
58.00 LACDPW ZLAS 07/10/2008 Jetting 1700
BUDLONG AV
ZLAS
Light Highway
Not Controlled
G312-038
1700-0195
1700-0194
13.6 ft
Routine Assessment
Sanitary
0194/1700-0195/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:50 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:44 8208Manhole, within 8 inch: NO, Remarks: 1700-0195
0.00 00:01:26 8209, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: NO
3.00 00:3:10 8211, b S 4Broken, from 2 to 5 o'clock, within 8 inch: YES
5.00 00:03:41 8213 M 2Water Level, 5 %, within 8 inch: NO
11.20 00:04:52 8214, b S 3Crack Multiple, from 7 to 10 o'clock, within 8 inch: YES
13.60 00:06:19 8216Manhole, within 8 inch: NO, Remarks: 1700-0194
1700-0195
1700-0194
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4132 2100 10 2 12 3.33 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080718 YOTV0708G Dry Gilbert Contreras 1143 71354
108.00 LACDPW ZLAS 07/17/2008 Jetting 1645
0
ZLAS
Easement/Right of Way
Not Controlled
G312-043
1645-0241
1645-0295
119.1 ft
Routine Assessment
Sanitary
0241/1645-0295/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:275 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:33 9604Manhole, within 8 inch: NO, Remarks: 1645-0241
5.00 00:00:59 9605 M 2Water Level, 10 %, within 8 inch: NO
13.60 S1 00:01:40 9606, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
13.60 S2 00:01:55 9609, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
59.20 00:03:42 9611 M 2Water Level, 15 %, within 8 inch: NO, Remarks: Held by tissue debris
74.10 00:05:14 9612 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
75.40 00:05:43 9613Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
75.40 00:06:07 9614, b M 2Roots Tap Connection, from 6 to 9 o'clock, 15 %, within 8 inch: NO
81.20 00:06:42 9616Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
81.20 00:07:17 9617, b M 2Roots Tap Connection, from 2 to 6 o'clock, 20 %, within 8 inch: NO
90.10 00:07:52 9619 M 2Water Level, 20 %, within 8 inch: NO
115.00 S3 00:10:17 9620, b S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: NO, Start
117.30 F3 00:12:27 9624 S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: NO, End
117.30 F1 00:13:03 9625Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
117.30 F2 00:13:25 9626 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
119.10 00:14:19 9627Manhole, within 8 inch: NO, Remarks: 1645-0295
1645-0241
1645-0295
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5233 2500 19 10 29 3.8 2 2.9
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080718 YOTV0708G Dry Gilbert Contreras 1147 71335
264.00 LACDPW ZLAS 07/17/2008 Jetting 1645
NORMANDIE AV
ZLAS
Sidewalk
Not Controlled
G312-043
1645-0226
1645-0227
272.2 ft
Routine Assessment
Sanitary
0226/1645-0227/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:625 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:37 9710Manhole, within 8 inch: NO, Remarks: 1645-0226
1.00 S1 00:01:04 9711, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
1.00 S2 00:01:15 9713, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
5.00 00:02:13 9716 M 2Water Level, 10 %, within 8 inch: NO
61.10 00:03:27 9717Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
61.10 00:03:40 9718, b M 2Roots Tap Connection, from 3 to 6 o'clock, 15 %, within 8 inch: NO
126.30 F1 00:06:05 9720Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
141.70 00:07:02 9721, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
185.70 00:08:54 9723Tap Break-in Active, at 9 o'clock, 6", within 8 inch: NO
206.30 00:09:47 9724, b M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
256.00 00:11:22 9726, bRoots Fine Joint, from 8 to 10 o'clock, within 8 inch: YES
265.60 00:12:18 9728, b S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES
268.20 F2 00:13:52 9730 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
269.80 00:14:26 9731 S 5Hole Void Visible, from 7 to 8 o'clock, within 8 inch: NO
269.80 00:15:08 9732, bRepair Patch, from 8 to 4 o'clock, within 8 inch: NO, Remarks: Cementpatch
269.80 00:15:36 9734, b S 3Crack Multiple, from 4 to 8 o'clock, within 8 inch: NO
272.20 00:16:26 9736Manhole, within 8 inch: NO, Remarks: 1645-0227
1645-0226
1645-0227
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5133 2300 16 6 22 3.2 2 2.75
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080722 YOTV0708G Dry Gilbert Contreras 1165 71341
270.00 LACDPW ZLAS 07/21/2008 Jetting 1645
NORMANDIE AV
ZLAS
Sidewalk
Not Controlled
G312-045
1645-0229
1645-0230
270.6 ft
Routine Assessment
Sanitary
0229/1645-0230/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:625 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:42 10156Manhole, within 8 inch: NO, Remarks: 1645-0229
0.00 00:00:55 10157 M 2Water Level, 10 %, within 8 inch: NO
2.10 00:01:28 10158, b S 1Crack Circumferential, from 9 to 10 o'clock, within 8 inch: YES
2.10 00:01:46 10160, b S 1Crack Circumferential, from 8 to 9 o'clock, within 8 inch: YES
2.10 00:02:00 10162, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
9.30 00:02:59 10164Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
64.10 00:05:13 10165, b S 3Crack Multiple, from 7 to 4 o'clock, within 8 inch: YES
176.50 00:09:22 10167, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
189.80 00:10:22 10169Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
216.80 S1 00:11:41 10170, b M 2Water Level Sag, 25 %, within 8 inch: NO, Start
218.00 00:12:17 10172, bRoots Fine Joint, from 7 to 2 o'clock, within 8 inch: YES
236.70 S2 00:13:31 10174, bRoots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES, Start
267.40 F1 00:15:16 10176 M 2Water Level Sag, 25 %, within 8 inch: NO, End
267.40 00:15:28 10177 M 2Water Level, 10 %, within 8 inch: NO
267.40 F2 00:15:49 10178Roots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES, End
267.40 00:16:27 10179 S 1Joint Offset Medium, within 8 inch: YES
267.40 00:16:42 10180 S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
267.40 00:17:10 10181, b S 5Broken, from 2 to 8 o'clock, within 8 inch: YES
270.60 00:18:28 10184Manhole, within 8 inch: NO, Remarks: 1645-0230
1645-0229
1645-0230
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5131 2400 15 8 23 2.14 2 2.09
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080722 YOTV0708G Dry Gilbert Contreras 1167 71345
150.00 LACDPW ZLAS 07/21/2008 Jetting 1645
NORMANDIE AV
ZLAS
Sidewalk
Not Controlled
G312-045
1645-0231
1645-0232
140.4 ft
Routine Assessment
Sanitary
0231/1645-0232/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:325 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:42 10209Manhole, within 8 inch: NO, Remarks: 1645-0231
0.00 00:00:56 10210 M 2Water Level, 10 %, within 8 inch: NO
12.80 00:01:45 10211, b S 1Joint Offset Medium, within 8 inch: YES
12.80 00:02:00 10213, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
15.70 00:03:09 10215, b S 4Surface Aggregate Missing Unknown, from 7 to 5 o'clock, within 8 inch:YES
21.80 00:04:13 10217, b S 3Crack Multiple, from 2 to 10 o'clock, within 8 inch: YES
21.80 00:04:35 10219, b S 1Joint Offset Medium, within 8 inch: YES
59.30 00:06:23 10221Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
73.10 S1 00:07:37 10222, b S 3Crack Multiple, from 8 to 5 o'clock, within 8 inch: YES, Start
75.90 S2 00:08:32 10225, b S 1Joint Offset Medium, within 8 inch: YES, Start
82.10 00:09:55 10227, b S 4Broken, from 8 to 10 o'clock, within 8 inch: YES
115.30 F2 00:11:32 10229 S 1Joint Offset Medium, within 8 inch: YES, End
136.80 F1 00:12:28 10230 S 3Crack Multiple, from 8 to 5 o'clock, within 8 inch: YES, End
140.40 00:13:22 10231Manhole, within 8 inch: NO, Remarks: 1645-0232
1645-0231
1645-0232
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4233 2100 23 2 25 2.3 2 2.27
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080722 YOTV0708G Dry Gilbert Contreras 1174 68744
249.00 LACDPW ZLAS 07/21/2008 Jetting 1700
ALLEY
ZLAS
Alley
Not Controlled
G312-045
1700-0239
1700-0229
300.5 ft
Routine Assessment
Sanitary
0229/1700-0239/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:675 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:34 10357Manhole, within 8 inch: NO, Remarks: 1700-0239
0.00 00:00:49 10358 M 2Water Level, 10 %, within 8 inch: NO
2.90 S1 00:01:27 10359, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
86.20 00:03:39 10362Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
88.90 00:04:22 10363Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
119.60 00:05:21 10364Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
132.80 F1 00:05:50 10365 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
145.80 S2 00:06:25 10366, b S 3Crack Multiple, from 8 to 3 o'clock, within 8 inch: YES, Start
146.70 00:06:53 10368Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
148.30 00:07:51 10369, bRoots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
161.70 00:08:32 10371Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
207.50 00:09:47 10372Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
221.70 S3 00:10:42 10373, b S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES, Start
221.70 00:11:14 10375Surface Spalling, at 1 o'clock, within 8 inch: NO
221.70 00:11:31 10376, b S 3Fracture Longitudinal, at 12 o'clock, within 8 inch: YES
221.70 00:12:04 10378, b S 2Fracture Circumferential, from 6 to 10 o'clock, within 8 inch: YES
222.30 00:12:53 10380Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
222.70 00:13:39 10381, b S 4Broken, from 6 to 8 o'clock, within 8 inch: NO
223.80 F3 00:14:14 10384 S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES, End
249.90 00:15:05 10385Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
295.80 00:16:37 10386Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
296.90 F2 00:16:52 10387 S 3Crack Multiple, from 8 to 3 o'clock, within 8 inch: YES, End
298.30 00:17:06 10388Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
300.50 00:18:25 10389Manhole, within 8 inch: NO, Remarks: 1700-0229
1700-0239
1700-0229
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4137 2100 27 2 29 3 2 2.9
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080723 YOTV0708G Dry Gilbert Contreras 1189 71280
251.00 LACDPW ZLAS 07/22/2008 Jetting 1645
0
ZLAS
Easement/Right of Way
Not Controlled
G312-046
1645-0296
1645-0295
256.5 ft
Routine Assessment
Sanitary
0295/1645-0296/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:575 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:37 10656Manhole, within 8 inch: NO, Remarks: 1645-0296
0.00 00:00:49 10657 M 2Water Level, 10 %, within 8 inch: NO
23.10 00:01:43 10658Tap Break-in Active, at 9 o'clock, 4", within 8 inch: NO
25.60 00:02:06 10659Tap Factory Capped, at 9 o'clock, 6", within 8 inch: NO
49.10 S1 00:03:15 10660, b M 2Deposits Attached Grease, from 8 to 4 o'clock, 10 %, within 8 inch: NO,Start
74.10 00:04:40 10663Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
76.80 00:04:56 10664Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
125.60 00:06:34 10665Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
128.00 00:06:52 10666Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
132.00 F1 00:07:08 10667 M 2Deposits Attached Grease, from 8 to 4 o'clock, 10 %, within 8 inch: NO,End
159.50 S2 00:08:14 10668, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
176.50 00:09:07 10670Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
176.50 00:09:19 10671, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
179.10 00:09:49 10673Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
222.80 F2 00:11:17 10674Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
230.50 00:11:42 10675Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
234.30 00:12:14 10676, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
234.30 00:12:26 10678, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
252.60 S3 00:14:07 10680, b S 5Broken, from 4 to 8 o'clock, within 8 inch: YES, Start
252.60 00:14:31 10682, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
252.60 00:14:47 10684, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
252.60 00:15:28 10686, b S 4Deformed, 10 %, within 8 inch: NO
254.40 F3 00:16:07 10688 S 5Broken, from 4 to 8 o'clock, within 8 inch: YES, End
256.50 00:16:42 10689Manhole, within 8 inch: NO, Remarks: 1645-0295
1645-0296
1645-0295
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5242 2311 21 7 28 4.2 1.75 3.11
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080724 YOTV0708G Dry Gilbert Contreras 1192 68814
109.00 LACDPW ZLAS 07/23/2008 Jetting 1700
0
ZLAS
Easement/Right of Way
Not Controlled
G312-047
1700-0173
1700-TRNK
106.3 ft
Routine Assessment
Sanitary
0173/1700-TRNK/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:250 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:50 10720Manhole, within 8 inch: NO, Remarks: 1700-0173, Buried
0.00 00:01:07 10721 M 2Water Level, 10 %, within 8 inch: NO
41.50 00:02:51 10722, b S 3Crack Multiple, from 5 to 11 o'clock, within 8 inch: YES
46.50 00:04:08 10724, b S 5Broken Void Visible, from 7 to 5 o'clock, within 8 inch: YES
46.50 00:05:18 10728, b S 3Crack Multiple, from 3 to 9 o'clock, within 8 inch: YES
52.70 00:05:59 10730, b M 2Deposits Attached Encrustation, from 7 to 10 o'clock, 5 %, within 8 inch:YES
96.30 00:07:26 10732, b S 1Crack Circumferential, from 7 to 6 o'clock, within 8 inch: NO
105.30 00:08:19 10734, b S 1Crack Circumferential, from 7 to 6 o'clock, within 8 inch: NO
106.30 00:09:02 10736Manhole, within 8 inch: NO, Remarks: 1700-TRNK
1700-0173
1700-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5132 2200 13 4 17 2.6 2 2.43
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080724 YOTV0708G Dry Gilbert Contreras 1195 68752
64.00 LACDPW ZLAS 07/23/2008 Jetting 1700
GEDDES ST
ZLAS
Light Highway
Not Controlled
G312-047
1700-0238
1700-0240
114.2 ft
Routine Assessment
Sanitary
0238/1700-0240/1700
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:275 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:45 10757Manhole, within 8 inch: NO, Remarks: 1700-0238
0.00 00:01:03 10758 M 2Water Level, 10 %, within 8 inch: NO
2.20 00:01:41 10759, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
2.20 S1 00:01:59 10761, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
17.10 00:03:07 10763, bRoots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
62.50 S2 00:04:38 10765, bRoots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES, Start
65.70 00:05:30 10767, b S 5Hole Soil Visible, from 3 to 5 o'clock, within 8 inch: YES
65.70 00:06:14 10769, b S 4Broken, from 6 to 8 o'clock, within 8 inch: YES
101.20 F2 00:07:34 10771Roots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES, End
110.30 F1 00:08:09 10772 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
114.20 00:08:43 10773Manhole, within 8 inch: NO, Remarks: 1700-0240
1700-0238
1700-0240
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2100 15 2 17 3.75 2 3.4
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080724 YOTV0708G Dry Gilbert Contreras 1205 71570
250.00 LACDPW ZLAS 07/23/2008 Jetting 1644
CENTURY BV
ZLAS
Main Highway - Suburban/Rural
Not Controlled
G312-047
1644-0012
1644-0011
251 ft
Routine Assessment
Sanitary
0011/1644-0012/1644
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:575 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:48 10866Manhole, within 8 inch: NO, Remarks: 1644-0011
5.50 S1 00:02:38 10867, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
5.50 00:02:48 10871, b S 1Joint Offset Medium, within 8 inch: YES
80.50 00:04:40 10873Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
101.70 00:05:22 10874Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
152.40 00:08:18 10875, b S 4Broken, from 2 to 5 o'clock, within 8 inch: YES
152.40 00:09:26 10877, b S 4Broken, from 7 to 8 o'clock, within 8 inch: NO
153.40 00:09:57 10879Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
194.90 F1 00:11:14 10880 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
201.80 00:11:43 10881Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
203.50 00:12:15 10882, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
222.50 S2 00:13:11 10884, b M 2Deposits Attached Grease, from 8 to 4 o'clock, 10 %, within 8 inch: NO,Start
225.00 S3 00:13:57 10887, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
246.20 F3 00:15:27 10889 S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
246.20 F2 00:15:45 10890 M 2Deposits Attached Grease, from 8 to 4 o'clock, 10 %, within 8 inch: NO,End
251.00 00:16:22 10891Manhole, within 8 inch: NO, Remarks: 1644-0011
1644-0012
1644-0011
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4235 2200 24 4 28 3 2 2.8
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080623 YOTV0708G Dry Rigo Alvarez 1218 71575
291.00 LACDPW ZLAS 06/20/2008 Jetting 1644
ALLEY
ZLAS
Light Highway
Not Controlled
R311-001
1644-0017
1644-0018
298.6 ft
Routine Assessment
Sanitary
0017/1644-0018/1644
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:429 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:54 58Manhole, within 8 inch: NO, Remarks: 1644-0017
5.00 00:01:21 59 M 2Water Level, 5 %, within 8 inch: NO
8.30 00:01:50 60General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
17.30 00:02:51 61, b S 3Crack Multiple, from 1 to 4 o'clock, within 8 inch: YES
18.70 00:03:27 63Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
29.60 00:05:47 64, b S 3Crack Multiple, from 8 to 4 o'clock, within 8 inch: YES
67.10 00:07:17 66Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
93.80 00:08:17 67Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
123.00 00:09:25 68, b S 2Crack Longitudinal, at 5 o'clock, within 8 inch: YES
123.00 00:09:47 70, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
124.20 00:10:26 72Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
153.00 00:12:10 73, b S 4Fracture Multiple, from 8 to 3 o'clock, within 8 inch: YES
154.20 00:12:44 75Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
164.50 00:13:18 76, b S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
173.40 00:14:33 78, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
179.90 00:15:38 80, b S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
179.90 00:15:51 82, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
180.80 00:16:39 84Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
189.20 00:17:12 85, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: NO
189.20 00:17:37 87Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
1644-0017
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080623 YOTV0708G Dry Rigo Alvarez 1218 71575
291.00 LACDPW ZLAS 06/20/2008 Jetting 1644
1:429 position observation MPEG photo grade
WinCanExport.mdb // page: 2
202.90 00:18:27 88, bRoots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
202.90 00:19:06 90, b S 3Crack Multiple, from 7 to 4 o'clock, within 8 inch: YES
206.90 00:19:45 92Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
245.90 00:21:13 93Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
245.90 00:21:29 94, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
245.90 00:22:09 96, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
263.60 00:23:06 98Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
263.60 00:23:27 99, b M 1Roots Fine Lateral, at 10 o'clock, within 8 inch: NO
271.10 00:24:09 101, bRoots Fine Joint, at 2 o'clock, within 8 inch: YES
283.70 00:25:05 103, b S 3Fracture Longitudinal, at 4 o'clock, within 8 inch: YES
283.70 00:25:38 105, b S 2Fracture Circumferential, from 7 to 9 o'clock, within 8 inch: YES
286.70 00:26:15 107, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
298.60 00:27:49 109Manhole, within 8 inch: NO, Remarks: 1644-0018
1644-0018
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4134 2112 34 4 38 2.27 1.33 2.11
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080623 YOTV0708G Dry Rigo Alvarez 1219 71576
330.00 LACDPW ZLAS 06/20/2008 Jetting 1644
ALLEY
ZLAS
Light Highway
Not Controlled
R311-001
1644-0018
1644-0019
299.3 ft
Routine Assessment
Sanitary
0018/1644-0019/1644
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:46 110Manhole, within 8 inch: NO, Remarks: 1644-0018
3.00 00:01:30 111, b S 1Crack Circumferential, from 2 to 4 o'clock, within 8 inch: YES
3.00 00:01:53 113, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
9.60 00:02:50 115 M 2Water Level, 5 %, within 8 inch: NO
12.70 00:03:12 116General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
17.10 00:03:33 117Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
31.20 00:04:19 118, b S 2Crack Longitudinal, at 5 o'clock, within 8 inch: YES
31.20 00:04:40 120, b S 2Crack Longitudinal, at 7 o'clock, within 8 inch: YES
47.70 00:05:40 122Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
64.00 00:06:33 123, bRoots Fine Joint, from 10 to 3 o'clock, within 8 inch: YES
64.00 00:06:46 125, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
65.50 00:07:19 127Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
65.50 00:07:40 128, b M 3Roots Medium Lateral, at 3 o'clock, 45 %, within 8 inch: NO
69.60 00:08:17 130, bRoots Fine Joint, from 9 to 1 o'clock, within 8 inch: YES
94.30 00:09:20 132, bRoots Fine Joint, at 2 o'clock, within 8 inch: YES
104.70 00:10:04 134Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
106.20 00:10:55 135, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
106.20 00:11:07 137, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
115.30 00:12:01 139, bRoots Fine Joint, from 11 to 2 o'clock, within 8 inch: YES
142.70 00:13:03 141, b S 2Crack Longitudinal, at 7 o'clock, within 8 inch: YES
142.70 00:13:19 143, b S 1Crack Circumferential, from 7 to 10 o'clock, within 8 inch: YES
142.70 00:13:33 145, b S 2Crack Longitudinal, at 5 o'clock, within 8 inch: YES
200.60 00:15:50 147, b S 3Crack Multiple, from 7 to 5 o'clock, within 8 inch: YES
1644-0018
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080623 YOTV0708G Dry Rigo Alvarez 1219 71576
330.00 LACDPW ZLAS 06/20/2008 Jetting 1644
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 2
214.00 00:16:36 149Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
215.60 00:17:08 150, b S 1Crack Circumferential, from 7 to 10 o'clock, within 8 inch: YES
215.60 00:17:22 152, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
216.40 00:18:05 154Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
223.90 00:18:35 155, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
251.50 00:19:53 157, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
251.50 00:20:13 159, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
261.60 00:20:56 161Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
275.30 00:22:05 162, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
276.80 00:22:33 164Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
299.30 00:23:50 165Manhole, within 8 inch: NO, Remarks: 1644-00191644-0019
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 3121 34 5 39 2 2.5 2.05
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080625 YOTV0708G Dry Rigo Alvarez 1242 71540
350.00 LACDPW ZLAS 06/23/2008 Jetting 1645
107TH ST
ZLAS
Light Highway
Not Controlled
R311-003
1645-0049
1645-0048
319.3 ft
Routine Assessment
Sanitary
0048/1645-0049/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:725 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:28 910Manhole, within 8 inch: NO, Remarks: 1645-0049
5.50 00:02:08 911 M 2Water Level, 5 %, within 8 inch: NO
8.40 00:02:33 912General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
71.30 00:04:08 913Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
138.10 00:05:48 914Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
140.40 00:06:07 915Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
189.00 00:07:25 916Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
215.50 00:08:23 917Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
236.20 00:09:05 918Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
269.50 00:10:03 919Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
312.70 00:11:25 920Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
315.40 00:11:42 921Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
316.40 00:12:39 922, b S 4Fracture Multiple, from 3 to 9 o'clock, within 8 inch: YES
319.30 00:13:43 924Manhole, within 8 inch: NO, Remarks: 1645-0048
1645-0049
1645-0048
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080625 YOTV0708G Dry Rigo Alvarez 1253 71618
296.00 LACDPW ZLAS 06/23/2008 Jetting 1645
VAN NESS AV
ZLAS
Light Highway
Not Controlled
R311-003
1645-0004
1645-0005
261 ft
Routine Assessment
Sanitary
0004/1645-0005/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:600 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:41 1204Manhole, within 8 inch: NO, Remarks: 1645-0004
5.00 00:01:22 1205 M 2Water Level, 5 %, within 8 inch: NO
8.20 00:01:49 1206General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
103.00 00:03:55 1207, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
151.30 00:05:25 1209, bRoots Fine Joint, from 8 to 9 o'clock, within 8 inch: YES
200.00 00:06:53 1211, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
205.80 00:07:28 1213, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
215.20 00:08:04 1215, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
218.30 00:08:35 1217, bRoots Fine Joint, at 2 o'clock, within 8 inch: YES
221.00 00:09:07 1219, bRoots Fine Joint, at 11 o'clock, within 8 inch: YES
227.20 00:09:42 1221, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
236.70 00:11:04 1223, b S 5Broken Soil Visible, from 11 to 2 o'clock, within 8 inch: YES
242.80 00:11:52 1225, bRoots Fine Joint, at 8 o'clock, within 8 inch: YES
245.60 00:12:29 1227, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
254.60 00:13:10 1229, bRoots Fine Joint, at 3 o'clock, within 8 inch: YES
261.00 00:14:03 1231Manhole, within 8 inch: NO, Remarks: 1645-0005
1645-0004
1645-0005
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2100 5 2 7 5 2 3.5
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080630 YOTV0708G Dry Rigo Alvarez 1292 71464
134.00 LACDPW ZLAS 06/27/2008 Jetting 1645
109TH ST
ZLAS
Light Highway
Not Controlled
R311-006
1645-TRNK
1645-0097
86.1 ft
Routine Assessment
Sanitary
0097/1645-TRNK/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:200 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.10 00:00:25 2013Manhole, within 8 inch: NO, Remarks: 1645-TRNK
8.90 00:01:32 2014 M 2Water Level, 5 %, within 8 inch: NO
13.60 00:02:55 2015, b S 5Broken Soil Visible, from 11 to 2 o'clock, within 8 inch: NO
18.30 00:03:44 2017General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
73.00 00:05:59 2018, b M 2Deposits Attached Encrustation, from 3 to 5 o'clock, 5 %, within 8 inch: YES
79.00 S1 00:06:47 2020, b M 2Deposits Attached Encrustation, from 2 to 7 o'clock, 5 %, within 8 inch:YES, Start
86.10 00:08:19 2022, bAbandoned Survey, within 8 inch: NO, Remarks: Due To Deposits Attached
86.10 F1 00:08:51 2024 M 2Deposits Attached Encrustation, from 2 to 7 o'clock, 5 %, within 8 inch:YES, End
1645-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2400 5 8 13 5 2 2.6
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080701 YOTV0708G Dry Rigo Alvarez 1301 71453
252.00 LACDPW ZLAS 06/30/2008 Jetting 1645
MANHATTAN PL
ZLAS
Light Highway
Not Controlled
R311-007
1645-0090
1645-0089
299.6 ft
Routine Assessment
Sanitary
0089/1645-0090/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:44 2176Manhole, within 8 inch: NO, Remarks: 1645-0090
5.50 00:01:08 2177 M 2Water Level, 5 %, within 8 inch: NO
8.40 00:01:43 2178General Observation, within 8 inch: NO, Remarks: Pipe Joint length 3'
13.00 00:02:04 2179Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
30.60 00:02:50 2180Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
69.40 00:04:00 2181Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
81.10 00:04:41 2182Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
81.10 00:05:00 2183, b M 4Roots Ball Lateral, at 9 o'clock, 80 %, within 8 inch: NO
82.30 00:05:33 2185, b S 1Crack Circumferential, from 12 to 4 o'clock, within 8 inch: YES
82.30 00:06:24 2187, bRoots Medium Joint, from 7 to 11 o'clock, 45 %, within 8 inch: YES
129.60 00:08:07 2189Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
129.60 00:08:38 2190, b M 1Roots Fine Connection, at 9 o'clock, within 8 inch: NO
131.00 00:09:15 2192, b S 2Crack Longitudinal, at 9 o'clock, within 8 inch: YES
131.00 00:09:54 2194, b S 3Crack Multiple, from 2 to 5 o'clock, within 8 inch: YES
143.20 00:11:15 2196, b S 3Crack Multiple, from 2 to 5 o'clock, within 8 inch: YES
144.20 00:11:44 2198Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
178.90 00:13:25 2199, b S 3Crack Multiple, from 8 to 5 o'clock, within 8 inch: YES
179.80 00:13:55 2201Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
190.90 00:15:08 2202, b S 4Fracture Multiple, from 6 to 12 o'clock, within 8 inch: YES
193.30 00:16:23 2204, b S 1Crack Circumferential, from 11 to 3 o'clock, within 8 inch: YES
194.60 00:17:01 2206Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
209.00 00:17:47 2207Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
209.00 00:18:09 2208, b M 1Roots Fine Connection, at 3 o'clock, within 8 inch: NO
1645-0090
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080701 YOTV0708G Dry Rigo Alvarez 1301 71453
252.00 LACDPW ZLAS 06/30/2008 Jetting 1645
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 2
228.70 00:19:58 2210, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
229.70 00:20:26 2212Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
229.70 00:20:39 2213, b M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
231.30 00:21:22 2215, b S 1Crack Circumferential, from 12 to 3 o'clock, within 8 inch: YES
284.20 00:23:08 2217Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
298.50 00:23:52 2218Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
299.60 00:24:33 2219Manhole, within 8 inch: NO, Remarks: 1645-00891645-0089
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4233 4121 22 9 31 2.44 1.8 2.21
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080702 YOTV0708G Dry Rigo Alvarez 1317 71469
284.00 LACDPW ZLAS 06/30/2008 Jetting 1645
RUTHELEN AV
ZLAS
Light Highway
Not Controlled
R311-008
1645-0113
1645-0101
298.8 ft
Routine Assessment
Sanitary
0101/1645-0113/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:44 2553Manhole, within 8 inch: NO, Remarks: 1645-0113
7.60 00:01:11 2554 M 2Water Level, 10 %, within 8 inch: NO
10.60 00:01:37 2555, b M 2Deposits Attached Grease, at 12 o'clock, 5 %, within 8 inch: YES
16.50 00:02:15 2557General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
22.20 00:02:41 2558, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
22.20 00:02:57 2560, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
24.30 00:03:38 2562Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
24.30 00:03:51 2563, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
25.00 00:04:18 2565, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
29.30 00:04:47 2567Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
41.50 00:05:21 2568Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
87.80 00:07:01 2569, b S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
89.00 00:07:30 2571Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
90.40 00:07:50 2572, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
90.40 00:08:02 2574, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
111.50 00:09:13 2576, b S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES
113.20 00:09:46 2578Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
166.70 00:11:16 2579Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
175.40 00:11:45 2580Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
207.00 00:12:51 2581, b S 2Crack Longitudinal, at 5 o'clock, within 8 inch: YES
207.00 00:13:04 2583, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
1645-0113
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080702 YOTV0708G Dry Rigo Alvarez 1317 71469
284.00 LACDPW ZLAS 06/30/2008 Jetting 1645
1:462 position observation MPEG photo grade
WinCanExport.mdb // page: 2
215.80 00:13:48 2585, bRoots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
217.30 00:14:14 2587Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
217.30 00:14:38 2588, b M 3Roots Medium Connection, at 9 o'clock, 45 %, within 8 inch: NO
218.70 00:15:14 2590, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
225.90 00:15:49 2592Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
231.60 00:16:14 2593Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
243.20 00:16:52 2594Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
298.80 00:18:59 2595Manhole, within 8 inch: NO, Remarks: 1645-01011645-0101
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 3122 17 8 25 2.43 2 2.27
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080703 Y0TV0607C Dry Rigo Alvarez 1326 71567
356.00 LACDPW ZLAS 07/01/2008 Jetting 1645
WILTON PL
ZLAS
Light Highway
Not Controlled
R311-009
1645-0075
1645-0076
349.4 ft
Routine Assessment
Sanitary
0075/1645-0076/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:693 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:42 2788Manhole, within 8 inch: NO, Remarks: 1645-0075
7.60 00:01:38 2789Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
8.60 00:01:57 2790 M 2Water Level, 5 %, within 8 inch: NO
11.60 00:02:22 2791General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
11.90 00:02:41 2792, b S 1Crack Circumferential, from 1 to 5 o'clock, within 8 inch: YES
15.10 00:04:03 2794, b S 3Crack Multiple, from 2 to 11 o'clock, within 8 inch: YES
16.30 00:04:35 2796Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
30.40 00:05:27 2797, b S 3Crack Multiple, from 3 to 9 o'clock, within 8 inch: YES
98.60 00:07:09 2799Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
107.30 00:07:37 2800Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
121.70 00:08:14 2801Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
124.40 00:08:34 2802Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
134.70 00:09:20 2803, b S 2Fracture Circumferential, from 2 to 5 o'clock, within 8 inch: YES
134.70 00:09:50 2805, b S 2Crack Longitudinal, at 11 o'clock, within 8 inch: YES
134.70 00:10:13 2807, b S 2Crack Longitudinal, at 8 o'clock, within 8 inch: YES
205.60 00:12:21 2809Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
208.10 00:12:41 2810Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
209.50 00:12:59 2811, b S 2Crack Longitudinal, at 10 o'clock, within 8 inch: YES
209.50 00:13:33 2813, b S 3Crack Multiple, from 2 to 4 o'clock, within 8 inch: YES
236.70 00:15:00 2815, b S 3Fracture Longitudinal, at 7 o'clock, within 8 inch: YES
236.70 00:15:40 2817, b S 3Crack Multiple, from 4 to 10 o'clock, within 8 inch: YES
246.10 00:16:45 2819, b S 3Fracture Longitudinal, at 5 o'clock, within 8 inch: YES
249.00 00:17:23 2821, b S 3Fracture Longitudinal, at 7 o'clock, within 8 inch: YES
249.00 00:18:19 2823, b S 3Crack Multiple, from 2 to 5 o'clock, within 8 inch: YES
1645-0075
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080703 Y0TV0607C Dry Rigo Alvarez 1326 71567
356.00 LACDPW ZLAS 07/01/2008 Jetting 1645
1:693 position observation MPEG photo grade
WinCanExport.mdb // page: 2
325.10 00:21:11 2825, b S 4Fracture Multiple, from 10 to 7 o'clock, within 8 inch: YES
328.00 00:22:12 2827, b S 3Crack Multiple, from 3 to 7 o'clock, within 8 inch: YES
346.90 00:23:05 2829, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
349.40 00:24:11 2831Manhole, within 8 inch: NO, Remarks: 1645-0076
1645-0076
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4139 2100 42 2 44 2.63 2 2.59
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080707 YOTV0708G Dry Rigo Alvarez 1339 71551
294.00 LACDPW ZLAS 07/03/2008 Jetting 1645
IMPERIAL HWY
ZLAS
Light Highway
Not Controlled
R311-010
1645-0060
1645-0059
298.2 ft
Routine Assessment
Sanitary
0059/1645-0060/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:561 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:53 3140Manhole, within 8 inch: NO, Remarks: 1645-0060
8.60 00:01:46 3141 M 2Water Level, 5 %, within 8 inch: NO
11.80 00:02:09 3142General Observation, within 8 inch: NO, Remarks: Pipe joint Length 3'
41.10 00:03:04 3143Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
41.10 00:03:16 3144, b M 1Roots Fine Connection, at 3 o'clock, within 8 inch: NO
51.60 00:4:10 3146, bRoots Fine Joint, from 4 to 5 o'clock, within 8 inch: YES
54.80 00:04:58 3148, b S 3Crack Multiple, from 8 to 5 o'clock, within 8 inch: YES
73.10 00:05:56 3150, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
82.90 00:06:57 3152, b S 2Crack Spiral, from 7 to 10 o'clock, within 8 inch: YES
86.40 00:08:05 3154, b S 3Crack Multiple, from 3 to 8 o'clock, within 8 inch: YES
102.20 00:9:10 3156Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
131.10 00:10:14 3157, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
137.20 00:11:20 3159, bRoots Fine Joint, at 10 o'clock, within 8 inch: YES
137.20 00:11:48 3161, b S 3Crack Multiple, from 2 to 6 o'clock, within 8 inch: YES
144.70 00:12:38 3163Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
196.10 00:14:02 3164Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
196.10 00:14:14 3165, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
203.70 00:14:56 3167, bRoots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
203.70 00:15:24 3169, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
215.80 00:16:16 3171, bRoots Fine Joint, from 8 to 3 o'clock, within 8 inch: YES
215.80 00:16:33 3173, b S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
217.80 00:17:05 3175Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
218.50 00:17:37 3176, bRoots Fine Joint, from 2 to 4 o'clock, within 8 inch: YES
222.00 00:18:13 3178, b S 3Crack Multiple, from 8 to 10 o'clock, within 8 inch: YES
1645-0060
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080707 YOTV0708G Dry Rigo Alvarez 1339 71551
294.00 LACDPW ZLAS 07/03/2008 Jetting 1645
1:561 position observation MPEG photo grade
WinCanExport.mdb // page: 2
270.60 00:20:40 3180, b S 4Fracture Multiple, from 6 to 2 o'clock, within 8 inch: YES
274.30 00:21:38 3182, b S 3Fracture Longitudinal, at 8 o'clock, within 8 inch: YES
274.30 00:21:57 3184, b S 1Crack Circumferential, from 7 to 9 o'clock, within 8 inch: YES
298.20 00:23:33 3186Manhole, within 8 inch: NO, Remarks: 1645-00591645-0059
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4135 2112 24 4 28 2.4 1.33 2.15
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080708 YOTV0708G Dry Rigo Alvarez 1352 71623
279.00 LACDPW ZLAS 07/03/2008 Jetting 1645
ALLEY
ZLAS
Light Highway
Not Controlled
R311-011
1645-0017
1645-0006
248.7 ft
Routine Assessment
Sanitary
0006/1645-0017/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:575 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:50 3491Manhole, within 8 inch: NO, Remarks: 1645-0017
2.00 00:01:51 3492, b S 4Fracture Multiple, from 1 to 9 o'clock, within 8 inch: YES
3.40 00:02:34 3494Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
4.80 00:03:06 3495, b S 1Crack Circumferential, from 8 to 10 o'clock, within 8 inch: YES
7.60 00:03:51 3497, b M 2Deposits Attached Encrustation, from 12 to 4 o'clock, 5 %, within 8 inch:YES
10.70 00:04:19 3499 M 2Water Level, 5 %, within 8 inch: NO
14.00 00:04:46 3500General Observation, within 8 inch: NO, Remarks: Pipe joint Length 3'
58.00 00:06:05 3501Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
109.00 00:07:46 3502Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
149.50 00:09:24 3503, bRoots Fine Joint, at 8 o'clock, within 8 inch: YES
162.90 00:10:15 3505Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
162.90 00:10:27 3506, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
177.90 00:11:17 3508Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
177.90 00:11:30 3509, b M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
246.00 00:14:10 3511, b S 2Fracture Circumferential, from 4 to 7 o'clock, within 8 inch: YES
248.70 00:15:28 3513Manhole, within 8 inch: NO, Remarks: 1645-0006
1645-0017
1645-0006
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2212 7 6 13 2.33 1.5 1.86
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080711 YOTV0708G Dry Rigo Alvarez 1388 71380
345.00 LACDPW ZLAS 07/09/2008 Jetting 1645
WILTON PL
ZLAS
Light Highway
Not Controlled
R311-014
1645-0141
1645-0142
334 ft
Routine Assessment
Sanitary
0141/1645-0142/1645
Circular 8"/8"Vitrified Clay Pipe Pipe Length:
1:750 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:38 4112Manhole, within 8 inch: NO, Remarks: 1645-0141
7.50 00:01:32 4113 M 2Water Level, 10 %, within 8 inch: NO
10.70 00:01:54 4114General Observation, within 8 inch: NO, Remarks: Pipe Joint Length 3'
73.20 00:03:25 4115Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
73.70 00:03:51 4116Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
122.00 00:05:11 4117Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
133.90 00:05:55 4118Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
172.50 00:07:03 4119Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
190.30 00:08:06 4120Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
224.10 00:09:12 4121Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
243.00 00:10:00 4122Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
249.90 00:10:40 4123, b S 3Crack Multiple, from 10 to 2 o'clock, within 8 inch: YES
275.30 00:12:08 4125Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
294.10 00:12:52 4126Tap Break-in Active, at 3 o'clock, 6", within 8 inch: NO
326.90 00:13:53 4127Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
331.20 00:14:38 4128, b S 4Fracture Multiple, from 3 to 8 o'clock, within 8 inch: YES
334.00 00:15:39 4130Manhole, within 8 inch: NO, Remarks: 1645-0142
1645-0141
1645-0142
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2100 7 2 9 3.5 2 3
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080616 Y0TV0607C Dry Anthony Hernandez 1454 68578
288.00 LACDPW ZLAS Jetting 1701
ALLEY
ZLAS
Alley
Not Controlled
A315-003
1701-0150
1756-0126
325.6 ft
Maintenance Related
Sanitary
0150/1701-0126/1756
Circular 8"Vitrified Clay Pipe Pipe Length:
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:43 729Manhole, within 8 inch: NO, Remarks: 1701-0150
5.00 00:01:44 730 M 2Water Level, 15 %, within 8 inch: NO
5.00 00:01:52 731 M 2Water Mark, 20 %, within 8 inch: NO
31.40 00:03:18 732, b S 1Crack Circumferential, from 7 to 1 o'clock, within 8 inch: YES
31.40 00:03:44 734, bRoots Fine Joint, at 2 o'clock, within 8 inch: YES
38.50 00:04:26 736Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
38.50 00:04:38 737, b M 1Roots Fine Lateral, at 9 o'clock, within 8 inch: NO
40.10 00:05:20 739, b S 1Crack Circumferential, from 12 to 5 o'clock, within 8 inch: YES
40.10 00:05:48 741, bRoots Fine Joint, at 9 o'clock, within 8 inch: YES
41.00 00:06:21 743Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
67.50 00:08:05 744, bRoots Fine Joint, at 11 o'clock, within 8 inch: YES
70.70 00:09:06 746, b S 1Crack Circumferential, from 7 to 3 o'clock, within 8 inch: YES
73.70 00:09:45 748, bRoots Fine Joint, from 8 to 3 o'clock, within 8 inch: YES
93.20 00:10:59 750Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
93.20 00:11:14 751 M 3Roots Medium Lateral, at 3 o'clock, 5 %, within 8 inch: NO
101.90 00:11:56 752Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
101.90 00:12:11 753 M 3Roots Medium Lateral, at 9 o'clock, 5 %, within 8 inch: NO
146.60 00:14:46 754, b S 2Fracture Circumferential, from 8 to 3 o'clock, within 8 inch: YES
147.80 00:15:19 756, b S 1Joint Offset Medium, within 8 inch: YES
152.30 00:16:35 758, b S 5Hole Soil Visible, from 10 to 2 o'clock, within 8 inch: NO
152.30 00:16:52 760, b S 5Broken, from 2 to 10 o'clock, within 8 inch: NO
152.80 00:17:42 762, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
155.80 00:18:15 764, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
161.40 00:18:57 766 M 2Water Level, 25 %, within 8 inch: NO
1701-0150
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080616 Y0TV0607C Dry Anthony Hernandez 1454 68578
288.00 LACDPW ZLAS Jetting 1701
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 2
168.60 00:20:19 767, b M 1Alignment Left, within 8 inch: NO
176.00 00:21:03 769 M 2Water Level, 15 %, within 8 inch: NO
177.60 00:21:21 770, bRoots Fine Joint, from 3 to 5 o'clock, within 8 inch: YES
183.80 00:22:10 772, b S 1Crack Circumferential, from 10 to 3 o'clock, within 8 inch: YES
199.10 00:23:20 774, b S 1Crack Circumferential, from 8 to 11 o'clock, within 8 inch: YES
205.40 00:24:07 776, bRoots Fine Joint, at 4 o'clock, within 8 inch: YES
205.40 00:24:30 778, b S 1Crack Circumferential, from 10 to 5 o'clock, within 8 inch: YES
214.80 00:25:20 780, b S 1Crack Circumferential, from 12 to 8 o'clock, within 8 inch: YES
217.80 00:26:00 782, bRoots Fine Joint, from 3 to 10 o'clock, within 8 inch: YES
228.10 00:26:43 784Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
239.70 00:27:39 785Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
257.60 00:28:44 786Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
269.60 00:29:41 787Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
300.00 00:31:52 788Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
314.70 00:32:45 789Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
322.80 00:35:22 790, b S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
325.60 00:36:30 792Manhole, within 8 inch: NO, Remarks: 1756-01261756-0126
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5222 3224 24 16 40 1.71 2 1.82
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080616 Y0TV0607C Dry Anthony Hernandez 1455 63419
344.00 LACDPW ZLAS Jetting 1756
ALLEY
ZLAS
Alley
Not Controlled
A315-003
1756-0126
1756-0127
319.2 ft
Maintenance Related
Sanitary
0126/1756-0127/1756
Circular 8"Vitrified Clay Pipe Pipe Length:
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:47 793Manhole, within 8 inch: NO, Remarks: 1756-0126
6.00 00:01:36 794 M 2Water Level, 15 %, within 8 inch: NO
6.00 00:01:42 795 M 2Water Mark, 20 %, within 8 inch: NO
8.10 00:02:13 796, b S 2Crack Longitudinal, at 12 o'clock, within 8 inch: YES
8.10 00:02:38 798, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
12.00 00:03:15 800 M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
14.60 00:03:36 801, b M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
14.60 00:03:54 803, b S 1Crack Circumferential, from 9 to 11 o'clock, within 8 inch: NO
22.10 00:04:37 805, bRoots Fine Joint, at 12 o'clock, within 8 inch: YES
37.60 00:05:34 807, bRoots Fine Joint, from 1 to 3 o'clock, within 8 inch: YES
44.60 00:06:14 809Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
53.40 00:06:47 810Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
55.00 00:07:16 811, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
102.00 00:09:15 813Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
103.50 00:09:39 814, b S 1Crack Circumferential, from 7 to 11 o'clock, within 8 inch: YES
110.60 00:10:36 816Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
112.20 00:11:13 817, b S 1Crack Circumferential, from 9 to 4 o'clock, within 8 inch: YES
113.90 00:12:09 819, b S 5Broken, from 8 to 5 o'clock, within 8 inch: NO
122.40 00:13:04 822Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
149.70 00:14:21 823, b M 2Tap Factory Defective, at 2 o'clock, 6", within 8 inch: NO
182.80 00:16:00 825Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
188.50 00:16:34 826Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
218.60 00:17:59 827Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
1756-0126
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080616 Y0TV0607C Dry Anthony Hernandez 1455 63419
344.00 LACDPW ZLAS Jetting 1756
1:495 position observation MPEG photo grade
WinCanExport.mdb // page: 2
227.40 00:18:36 828Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
238.20 00:19:13 829, b S 1Crack Circumferential, from 9 to 5 o'clock, within 8 inch: YES
251.40 00:20:13 831Tap Factory Active, at 10 o'clock, 6", within 8 inch: NO
254.00 00:20:34 832Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
282.70 00:21:44 833, bTap Break-in Active, at 12 o'clock, 4", within 8 inch: NO
283.50 00:22:23 835, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
287.40 00:23:04 837Tap Factory Capped, at 10 o'clock, 6", within 8 inch: NO
290.00 00:23:25 838Tap Factory Capped, at 2 o'clock, 6", within 8 inch: NO
297.60 00:23:57 839, b S 1Crack Circumferential, from 11 to 2 o'clock, within 8 inch: YES
319.20 00:25:11 841Manhole, within 8 inch: NO, Remarks: 1756-0127
1756-0127
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 2500 16 10 26 1.6 2 1.73
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080616 Y0TV0607C Dry Anthony Hernandez 1459 68579
272.00 LACDPW ZLAS Jetting 1701
ALLEY
ZLAS
Alley
Not Controlled
A315-003
1701-0151
1701-0152
350.3 ft
Maintenance Related
Sanitary
0151/1701-0152/1701
Circular 8"Vitrified Clay Pipe Pipe Length:
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:36 974Manhole, within 8 inch: NO, Remarks: 1701-0151
0.00 00:00:43 975 M 1Vermin Cockroach, within 8 inch: NO
3.00 00:01:12 976, b S 1Crack Circumferential, from 9 to 3 o'clock, within 8 inch: YES
4.00 00:01:46 978Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
6.00 00:02:23 979 M 2Water Level, 5 %, within 8 inch: NO
6.00 00:02:29 980 M 2Water Mark, 10 %, within 8 inch: NO
6.50 00:02:43 981Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
24.40 00:03:30 982, b S 1Crack Circumferential, from 1 to 5 o'clock, within 8 inch: YES
33.70 00:04:22 984, b S 1Crack Circumferential, from 10 to 2 o'clock, within 8 inch: YES
42.60 00:05:12 986, b S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
48.90 00:05:52 988, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
52.80 00:06:33 990Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
55.30 00:06:57 991, b M 2Tap Factory Defective, at 3 o'clock, 6", within 8 inch: NO
69.00 00:07:54 993 S 2Crack Longitudinal, at 3 o'clock, within 8 inch: YES
69.00 00:08:25 994 S 1Crack Circumferential, from 5 to 10 o'clock, within 8 inch: YES
78.20 00:09:05 995, b S 2Crack Longitudinal, at 11 o'clock, within 8 inch: YES
93.20 00:10:12 997, b S 1Crack Circumferential, from 7 to 11 o'clock, within 8 inch: YES
94.80 00:10:54 999, b S 5Broken, from 3 to 10 o'clock, within 8 inch: YES
96.30 00:11:56 1002, b S 2Fracture Circumferential, from 11 to 2 o'clock, within 8 inch: YES
99.40 00:12:41 1004, b S 2Crack Longitudinal, at 4 o'clock, within 8 inch: YES
103.40 00:13:28 1006 M 2Tap Factory Defective, at 10 o'clock, 6", within 8 inch: NO
106.00 00:13:50 1007Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
134.80 00:15:00 1008, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
1701-0151
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20080616 Y0TV0607C Dry Anthony Hernandez 1459 68579
272.00 LACDPW ZLAS Jetting 1701
1:363 position observation MPEG photo grade
WinCanExport.mdb // page: 2
134.80 00:15:00 1008, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
135.70 00:15:31 1010Tap Factory Active, at 2 o'clock, 6", within 8 inch: NO
135.70 00:15:45 1011 M 3Roots Medium Lateral, at 2 o'clock, 15 %, within 8 inch: NO
152.50 00:16:43 1012, b S 1Crack Circumferential, from 8 to 12 o'clock, within 8 inch: YES
153.60 00:17:21 1014Tap Factory Abandoned, at 10 o'clock, 6", within 8 inch: NO
208.10 00:19:16 1015Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
210.50 00:19:34 1016Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
258.50 00:21:19 1017, b M 2Tap Factory Defective, at 9 o'clock, 6", within 8 inch: NO
261.20 00:22:01 1019, bTap Factory Active, at 3 o'clock, 6", within 8 inch: NO
278.00 00:23:23 1021, b S 1Crack Circumferential, from 8 to 4 o'clock, within 8 inch: YES
312.40 00:25:04 1023Tap Factory Abandoned, at 3 o'clock, 6", within 8 inch: NO
313.90 00:25:26 1024, b S 1Crack Circumferential, from 8 to 3 o'clock, within 8 inch: YES
343.90 00:27:17 1026, b S 1Crack Circumferential, from 9 to 4 o'clock, within 8 inch: YES
350.30 00:28:03 1028 M 1Vermin Cockroach, within 8 inch: NO
350.30 00:28:10 1029Manhole, within 8 inch: NO, Remarks: 1701-0152
1701-0152
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5124 3125 25 15 40 1.47 1.88 1.6
WinCan America, Inc.1730 Montano Road NE, Suite E
Albuquerque, NM 87107Tel: (505) 341.0109, Fax: (505) 341.0133
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
Street: Flow Control: Start MH:
City: Year Renewed End MH:
Location Code: Tape/Media #: pipe length:
Reason for inspection: Dia/Height:
Use of Sewer: Material:
Drain. Area:Lining Method:Category:
Remark::
20080806 YOTV0708G Dry Gilbert Contreras 1469 71526
310.00 LACDPW ZLAS 08/06/2008 Jetting 1645
IMPERIAL HWY
ZLAS
Main Highway - Suburban/Rural
Not Controlled
G312-049
1645-TRNK
1645-0035
94.1 ft
Routine Assessment
Sanitary
0035/1645-TRNK/1645
Circular 10"/10"Vitrified Clay Pipe Pipe Length:
1:225 position observation MPEG photo grade
WinCanExport.mdb // page: 1
0.00 00:00:44 40Manhole, within 8 inch: NO, Remarks: 1645-TRNK
0.50 00:01:27 41, b S 5Broken, from 10 to 2 o'clock, within 8 inch: NO
1.50 00:02:02 43, b S 1Joint Offset Medium, within 8 inch: YES
6.00 00:02:45 45 M 2Water Level, 25 %, within 8 inch: NO
15.20 S1 00:03:33 46, b S 1Joint Offset Medium, within 8 inch: YES, Start
33.10 S2 00:04:47 49, b M 3Water Level Sag, 35 %, within 8 inch: NO, Start
38.00 S3 00:05:17 51 M 4Camera Underwater, within 8 inch: NO, Start
67.60 F2 00:07:01 52 M 3Water Level Sag, 35 %, within 8 inch: NO, End
67.60 00:07:15 53 M 2Water Level, 15 %, within 8 inch: NO
74.60 S4 00:07:58 54, b M 2Water Level Sag, 25 %, within 8 inch: NO, Start
94.10 F1 00:09:14 56 S 1Joint Offset Medium, within 8 inch: YES, End
94.10 F3 00:09:30 57 M 4Camera Underwater, within 8 inch: NO, End
94.10 F4 00:09:45 58 M 2Water Level Sag, 25 %, within 8 inch: NO, End
94.10 00:10:08 59Abandoned Survey, within 8 inch: NO, Remarks: Completes inspection of e
1645-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5113 4232 8 22 30 2 2.75 2.5
ENCLOSURE 5:
CCTV Sewer Inspection
Project Schedule
Unincorporated South Yard CCTV PROJECT SCHEDULE FISCAL YEAR PROJECT NAME LENGTH (FT) STATUS
2005-2006 Y0TV0506B 193,883 COMPLETED
2006-2007 Y0TV0607A 123,540 REPORT PENDING
2007-2008 Y0TV0708G 359,110 COMPLETED
2008-2009 Y0TV0809D 116,855 REPORT PENDING
2009-2010 Y0TV0910A 139,245 REPORT PENDING
2009-2010 Y0TV0910D 300,619 FUTURE PROJECT
2010-2011 278,232
2011-2012 92,152
2012-2013 306,486
2012-2013 106,189
2012-2013 3,779
2013-2014 26,580
2014-2015 69,265
TOTAL (FT): 2,115,935 TOTAL (MILES) 401