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DONALD L. WOLFE, Director
COUNTY OF LOS ANGELESDEPARTMENT OF PUBLIC WORKS
To Enrich Lives Through Effective and Caring Service"
900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626) 458-5100wwwiadpw.org ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460ALHAMBRA, CALIFORNIA 91802-1460
IN REPLY PLEASE
October 25, 2006 REFER TO FILE: VV-9
Mr. Steve Forster, Director of Public WorksCity of La Mirada15515 Phoebe AvenueLa Mirada, CA 90638
Dear Mr. Forster:
CONDITION ASSESSMENT PROGRAMFISCAL YEAR 2005-06 PROJECT YOTV0506A
This letter is to inform you that as part of the Sewer Condition Assessment Program, theCounty of Los Angeles Department of Public Works Consolidated Sewer MaintenanceDistrict has completed the closed-circuit television (CCTV) inspection of 162,807 feet orapproximately 31 percent of the City of La Mirada's sewer system. This work wascompleted as part of Fiscal Year 2005-06 project YOTV0506A.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment andCertification Program (PACP). The enclosed report outlines the structural andmaintenance ratings of your system based on PACP's rating methodology. Included inthe report are the following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report, Priority List of Identified Deficiencies, andQuick Maintenance Rating Map (Enclosure 2)
• Quick Structural Rating Report, Priority List of Identified Deficiencies, and QuickInfrastructure Rating Map (Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
Mr. Steve ForsterOctober 25, 2006Page 2
If you have any questions regarding this report or the Condition Assessment Program,please contact Mr. John Adkins, Monday through Thursday, 7 a.m. to 6 p.m., at(626) 300-3367,
Very truly yours,
DONALD L. WOLFEDirector of Public Works
MANUEL DEL REALAssistant Deputy DirectorWaterworks and Sewer Maintenance Division
JA:sbW \Y01V0506A\Final-Report\Cover Letter doc
Enc.
bc: MdR, KL, JA, File (YOTV0506A), SPINDLE
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT
PROJECT NAME: Y0TV0506A PROJECT MGR: Sameer Hamad PROJECT DATE: 09/12/05 – 12/31/05 CONTACT NO: (626) 300-3363 SUP. DISTRICT(s): 4 MAP PAGE(S): 2080, 2129, and 2130 Report By: Kari Eskridge Report Date: 08/30/2006
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 162,807 feet or approximately 31 percent of the City of La Mirada’s sewer system.
The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) rating methodology to rank the structural and maintenance ratings of your system based on industry standards.
PROJECT AREA AND DESCRIPTION
Project Y0TV0506A included sewer lines located in both the Unincorporated County of Los Angeles area and in the City of La Mirada. 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 infrastructure defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects and failure is unlikely in the foreseeable future, while a grade of 5 indicates that a pipe segment requires immediate attention and that the pipe has either failed or will likely fail within the next 5 years. A detailed breakdown of the 5 possible defect grades is as follows:
Grade Description Estimate time to Failure
1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future
2: GOOD: Defects that have not begun to deteriorate. 20 years or more
3:FAIR: Moderate defects that will continue to deteriorate.
10 to 20 years
4:POOR: Sever defects that will become grade 5 defects within the foreseeable future.
5 to 10 years
5:IMMEDIATE ATTENTION: Defects requiring immediate attention.
Has failed or will likely fail within the next 5 years
MAINTENANCE REPORT
Our inspection revealed that approximately 98 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 2 percent of the inspected pipe segments within the City of La Mirada area had a PACP maintenance grade of 4 or 5 as indicated in the Quick Maintenance Rating Table shown below. Enclosure 2 includes a color-coded map showing the quick maintenance rating for each pipe segment and outlines the observation from the CCTV inspection and the corrective action taken by our maintenance staff. All of the action items listed in Enclosure 2 have been completed.
QUICK MAINTENANCE RATING TABLE
DEFECTGRADE
PIPELENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 1,870 1.15 7 2: Good 148,556 91.25 601 3: Fair 9,151 5.62 38 4: Poor 2,056 1.26 9 5: Immediate Attention
1,174 0.72 5
TOTAL 162,807 100.00 660
STRUCTURAL REPORT
Our inspection revealed that approximately 98 percent of the inspected pipe segments within the City of La Mirada were free of sever structural defects. However, the remaining 2 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Infrastructure Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. Items 1 through 10 in Enclosure 3 will be repaired in the next 18 months utilizing District forces and contractors. A copy of the actual inspection report for these 10 segments is included in Enclosure 4. The remaining segments listed in Enclosure 3 will be repaired in the future 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.
The following Quick Infrastructure Rating Table outlines the recommended repairs and any additional action required for each pipe segment listed. (Enclosure 3)
QUICK INFRASTRUCTURE RATING TABLE
DEFECTGRADE
PIPELENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 96,203 59.09 408 2: Good 12,705 7.80 52 3: Fair 50,174 30.82 184 4: Poor 2,021 1.24 9 5: Immediate Attention
1,704 1.05 7
TOTAL 162,807 100.00 660
ENCLOSURE 1:
Project Maps
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SUNSHINE AV
LO
UIS
AV
LUKAY ST
PLANTANA DR
BNSF RR
ETEDFORD
DR
AL
CL
AD
AV
EL
ES
PE
JOR
D
KEESE DR
BL
UE
FI E
LD
AV
NE
WG
AT
EA
V
BE
ST
AV
MILLER
RD
LAS FLORES AV
SIN
GLE
TON
DR
DE
AL
CA
LA
DR
AR
MS
DA
LE
AV
MA
RL
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DR
LO
SC
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AV
GA
BB
ET
TD
R
CAMPILLOS RD
AV
ION
DR
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BR
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KD
R
SABINE DR
COTEAU DR
SAN FELICIANO DR
PLACID DR
SALADARD
INE
ZA
VCREWE ST
SLO
UIS
AV
RA
MS
EY
DR
ROMA DR
LARWIN RD
VALEDA DR
CO
UR
SE
RA
V
MANZANARES
RD
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PO
NT
LA
VO
YA
V
RICHVALE DR
PONER ST
ISE
LI
RD
CALPELLA ST
GREENWORTH DR
BORATE ST
CORTINA
DR
HA
ST
ING
SD
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OA
KW
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MO
RO
AV
BIO
LA
DR
IVE
WA
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ES
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RO
RD
EA
GA
ND
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WEEKS DR
CL
EA
RW
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DA
V
ANOLA ST
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DE
RT
ON
AV
HARDAWAY DR
GARDENHILL DR
ED
WA
RD
SR
D
CL
AR
ES
SA
AV
LO
RC
AR
D
SAN ESTEBAN DR
LORETTA DR
SP
AR
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DR
COOLBANK DR
CO
LIM
AR
D WIC
KE
RD
R
DILWORTH ST
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KA
YR
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DR
CH
AD
SE
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BR
AZ
OR
D
RA
CE
LA
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RD
WO
OD
RID
GE
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RAMHURST DR
FAIRVILLA DR
GAGELY DR
MO
LIN
ED
R
CERECITA DR
FAIRACRES DR
LA
PLU
MA
DR
BO
NA
VIS
TA
LN
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LO
SR
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ES
AV
RATLIFFE ST
SARANAC DR
CAMBRIDGE ST
MUROC ST
MILROY PL
RARITAN DR
SUNNYMEAD
DR
VIBURNUM DR
CH
EV
ER
TO
ND
R
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BU
RN
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DR
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DR
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RB
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MA
RR
ILL
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V
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NA
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TA
LN
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DR
GA
ND
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AR
D
LAKE CREST DR
DALMATIAN AV
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QUAIL LN
LA
BA
RC
A R
D
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ER
TA
V
SW
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DRID
GE
AV
TERRACEDALE DR
SS
UN
NY
BR
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N
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SC
OR
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MA
RQ
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RD
TA
V
VALEDA
DR
EL
MO
RO
AV
NE
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AT
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V
CO
LIM
AR
D
FAIRVILLA DR
BORATE ST
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****
*
BORA DR
*****
BLU
EF
IELD
AV
LA
UR
EL
AV
BIO
LA
AV
GAGELYDR
BO
NA
VIS
TA
LN
BR
AZ
OR
D
WO
OD
RID
GE
AV
GARDENHILL DR
LUKAY ST
BIO
LAA
V
****
*
FOSTER RD
RAMSEY DR
INE
ZA
V
MANSA DR
SUNNYBROOKLN
ED
WA
RD
SR
D
HARDAWAY DR
*****
****
*
RA
MS
EY
DR
SARANAC DR
RA
MS
EY
DR
WEEKS DR
GREENWORTH DR
ES
TE
RO
RD
VALEDA DR
ROSECRANS AV
*****
*****
ETEDFO
RDDR
FAIRACRES
DR
*****
ALICANTE RDBORA DR
PLACID DR*****
TACUBADR
VALEDA DR
RA
MS
EY
DR
*****
CO
LIM
AR
D
15
"
12"
10"
14"
12"
12
"
10"
12"
15" 10"
10"
10"
10"
10
"
12"
15"
15"
15"
10"
10"
10"
15"
12"
12
"
15"
15"
14"
12"
10"
15"
15"10
"
12"
10
"
12"
10"
15"
BEATY AV
AR
RO
YO
DR
WHIT
ERO
CK
DR
MIT
ONYAV
PASTR
AN
AD
R
HOLLYVIEW DR
SYRACUSEST
CA
BR
ILL
OA
V
ANOLA ST
GO
LD
EN
DA
LE
DR
ST
AR
LIG
HT
AV
TH
RA
CE
DR
CH
AD
SE
YD
R
AR
CH
WA
YD
R
GAYVIEW
DR
RAMHURST DR
GRAYVILLE DRGRAYVILLE DR
ST
AN
HIL
LD
R
VIEUDELOU AV
KE
SS
OC
KA
V
E HALEY AV
ALLEGAN ST
BELCHER ST
CARAVACA RD
ER
INLN
SAN CRISTOBAL DR
BRECKENRIDGE
DR
SAN DIEGUITO DR
HUTCHINS DR
LUCINDA DR
FIG
UE
RA
SR
D
LA
KE
FO
RE
ST
WY
LAKE VIEW DR
AL
ON
RD
SP
RIN
GF
OR
DD
R
SP
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GF
OR
DD
R
LYNMARK ST
ROSALITA DR
LA
KE
PA
RK
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TA
NA
AV
TE
LE
CH
RO
NA
V
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CH
RO
NA
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CH
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V
AR
ILL
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LAKE SIDE DR
STARPATH DR
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FU
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SR
D
GLADESIDE DR
GLADESIDE DR
CA
ST
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NR
D
GE
RB
ER
AV
GA
ND
AR
AA
VG
AN
DA
RA
AV
TO
ER
GE
DR
TO
ER
GE
DR
LA SABANA DRE CHERE DRE CHERE DR E CHERE DR
CASTANET DR
VA
GA
AV
WOODCREST DR
CIVIC CENTER DR
DERWIN DR
BR
OA
DF
IELD
DR
MO
NT
ICE
LLO
DR
NO
RB
EC
KD
R
NO
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KD
R
HENSHAWAV
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CA
LL
ED
EM
AY
A
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TH
ER
MA
LD
R
LEISURE DR
CHALC
OST
CALU
SA
DR
ANGELL ST
MO
HA
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CRESTALOMA
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DR T
AN
FIE
LDD
R
TA
NF
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DD
R
LON
GLE
AF
DR
NS
ON
AV
AN
SO
NA
V
HIL
LWO
OD
DR
DEL VISTA DR
IBR
AD
R
ALOE DR
LEMON D
HENNING DR
ANABE
NA
SH
VIL
LE
AV
NA
SH
VIL
LE
AV
NA
SH
VIL
L
RO
NA
LD
DR
PIN
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RE
EL
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MBALL
ST
MA
ND
AR
D
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GR
OV
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D
RG
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RD
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DR
SARCO DR
GRAFF D
R
BRANSCOMB ST
SWIFT DR
HO
LSTON
AV
HO
LS
TO
NA
V
E SARANAC DR
TR
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DR
YS
UC
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LN
TEMPLAR DR
SPARROW DR
STE
EN
PL
OSTEND DR
FLETADR
HOBACK ST
WOODBAY DR
LV
AD
OA
V
HURCHEL CT GE
OR
GE
TT
EA
V
GALIC
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AVENIDA SOC
LA
DH
ILL
RD
GL
AD
HIL
VIERIO PL
HELLERPL
SP
AN
GLE
RP
L
TR
OP
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PIOCHE DR
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GL
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R
FEL
UN
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R
RD
OD
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ED
DE
RT
ON
AV
CO
RL
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DR
ADOREE ST
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ED
DE
RT
ON
AV
BO
NA
VIS
TA
LN
LO
RC
AR
OC
AS
OA
V
LORETTA DR
*****
EL
MO
RO
AV
PLACID DR
*****
KEESE DR
LORETTA DR
RAMHURST DR
RA
MS
EY
DR
*****
GREENWORTH DR
TACUBA DR
ED
DER
TON
A
GA
ND
ES
AR
D
CALPELLA ST
ROMA DR
CO
RL
EY
DR
WO
OD
RID
GE
AV
PLACID DR
PLACID DR
ADOREE ST
SARANAC DR
BLU
EF
IELD
DE
AL
CA
LA
DR
LO
RC
A
FAIRACRE
WEEKS DR
GAGELY DR
FAIRVILLA DR
VA
LL
EY
VIE
WA
RA
MS
EY
DR
ROSECRANS AV
ST
AM
YR
ED
WA
RD
SR
D
VALEDA DR
VA
LL
EY
VIE
WA
V
BORA DR
BADLONA DR
AD
ELFA
DR
AL
CL
AD
AV
FO
NS
EC
AA
V
IMPERIAL HWY
SC
OR
D
FONSECA
AV
VIBURNUM DR
MA
RQ
UA
RD
TA
V
****
WIC
KE
RD
R
DU
FF
IEL
DA
V
PLACID D
DEALCALA
DR
FAIRACRES DR
DU
FF
IEL
DA
V
E TEDFORDDR
BA
RB
AT
AR
D
LIS
BU
RN
PL
*****
MA
TIA
NA
V
RICHVALE DR
SARANAC DR
TELEGRAPHRD
GARDENHILL DR
PA
RIS
ED
R
LIS
BU
RN
PL
*****
RATLIFFE ST
FIE
LD
AV
GARDENHILL DR
AD
EL
FA
DR
AV
ION
DR
LORETTA DR
BL
UE
FIE
LD
AV
SANFELICIAN
GAGELY DR
ROSECRANS AV
KEESE DR
E BUSBY DR
ST
AM
TACUBA DR
CALPELLA ST
ON
SE
CA
AV
SABINE DR
LO
RC
AR
D
SARANAC DR
Condition Assessment Projects
Legend
SMD Sanitary Sewers
Other
Pipe Material:
Clay
Lined Clay
X X X Cement
Lined Cement
ABS Plastic
SMD Force Mains
BM SMD Pump Stations
+C SMD Treatment Plants
SMD Manholes
!U Other
MH Type
!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
Maintained by Others
Sewers by Type:
Trunk Main Lines
Trunk Force Mains
Non SMD Sanitary Sewers
!( Trunk Sewer MHs
!( Private or City Sanitary Sewer MHs
Project Area
CCTV PROJECT
This map is intended only for internal operationsof the Los Angeles County Sewer MaintenanceDistricts. Los Angles County expresslydisclaims any liability for any inaccuracieswhich may be present in this map. Data containedin this map is produced in whole or part fromthe Thomas Bros. Maps® digital database.This map is copyrighted, and reproduced withpermission granted, by Thomas Bros. Maps®.All rights reserved.
CCTV PROJECT
September 2005
Y0TV0506A overview.mdx
Y0TV0506A
0 580 1,160 1,740 2,320Feet
OVERVIEW MAP
O
ENCLOSURE 1
ENCLOSURE 2:
QMR Report Priority List of Identified Deficiencies
Quick Maintenance Rating Map
ENCLOSURE 2
QMR REPORT and PRIORITY LIST FOR IDENTIFIED DEFICIENCIES - CITY OF LA MIRADA (YOTV0506A)
Item
No. Jurisdiction MMS QMR Observation Corrective Action Taken
2 LAM 114113 5123 ROOTS Rod M/L and re-televise
3 LAM 113910 5122 ROOTS Rod M/L and re-televise
4 LAM 113968 5122 ROOTS Rod M/L and put on 90-day periodic
5 LAM 114095 5122 DEBRIS Hydro clean M/L and re-televise
6 LAM 114443 5122 OBSTACLES IN JOINT Rod M/L and re-televise
7 LAM 114136 4224 WATER LEVEL (CAMERA UNDERWATER)
On former 18-month periodic, reativate rodder 90-day periodic until refoamed.
8 LAM 115086 4134 INFILTRATION RUNNER Mill saw M/L and re-televise
10 LAM 114188 4131 ENCRUSTATION Mill saw M/L and re-televise
11 LAM 114326 4131 ROCKS Hydro clean M/L and re-televise
12 LAM 114135 4123 WATER LEVEL (CAMERA UNDERWATER)
On former 18-month periodic, reativate rodder 90-day periodic until refoamed.
13 LAM 113840 4122 WATER LEVEL (CAMERA UNDERWATER) Hydro clean M/L and re-televise
16 LAM 114013 4122 WATER LEVEL (CAMERA UNDERWATER) Rod M/L and re-televise
17 LAM 114088 4122 ROOTS Rod M/L and re-televise
18 LAM 113816 4121 WATER MARK @ 60% M/L always has heavy flow19 LAM 113960 4121 ROOTS Rod M/L and re-televise
EN
CL
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UR
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CE
DR
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AR
111
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DR
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TO
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GE
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NA
15200
114
0
PL
DR R
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DR
SU
NN
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LIS
BU
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STA
MY
DO
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OB
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EA
GLE
DR
TERRACEDALE
DR
DRDR BROADFIELD
1140
0
DRVIBURNUM
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ICE
LLO
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11800
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14500RICHVALE G
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N
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126
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13800GRAYVILLE
15300DRGRAYVILLES 14200
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12614
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C OC O
L A M I R A D AL A M I R A D A
C-2130N T A F E S P R I N G SN T A F E S P R I N G S
W A L KW A L K
C-2129
C-2080
C-2079
C-217
C-2131
C-217
C-2081 C-217
9
8
7
71
56
55
54
53
52
51
50
45
44
19
18
14
11
10
929190
80797877
70
69
68
67
66
65
64
63
62
2625242322
99
98
97
96
959493
8988
878685848382
81
7574
73
72
61
60
59
58
57
49
48
47
46
43
42
41
27
171615
965
725
724
723722
721
710
709
708
707
706
705
704
703
698
697
694
693505
503
502501500
499
498
496494
493
492
491490489488487
486
485
484
483482481480479478
477
476
446445
444
443442
441440439438
435
434
432
234
233
232
231
228227
226
225224
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216
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597
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564
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550545
541540
536
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533532531
530
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527
526525
524523
522
521520
519
518
517
516
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512511
510
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286
285
284283282281280
279
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275274
273
272271
264
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261
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248
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648
647646
645 644
643
642641632
631
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629628
627
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625624
623
622621
620
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612611610
609608
607
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603
602
601600
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597596
595
594
593574
573
572
571570
569
568
567
566
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564
563
562
561 560
559
558
557
556
555
554
553 552
551
550
549
548
319
318
317316
206
205
204203
202
201
195194193192
185
184183182181180
175174173
172171170
132
131
130
129
128
127
126
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120
119
118
117
116
115
114
113
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111110
105104103102
198
197
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195
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193
192191
190 188
187
186185
184
183
182
181
180179178
177
176
175
174
976
975
972
970969
966
845
840
834
833832
814
812
720719
718
717
716715714713712711
702
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672671670669668667
666 665664663662
661660659658657656655
654653652651650649648
647646645
644
643
642
641
640
639638637636635634633
632
631
630
629628627626625
624623622621
620
619618617
616
615614613
612611610
609
608
607
606
605
604603602
601
600
599
598594
593
592
591
590589588
587586585
584583582
581
580
579
578
577
576
575
574
573
572
571
570
569568
567
566
565563
562
561560559558
554
553
549
548547
546
544
543542
539
538
537
506
475
474
473
472
471
470
469
468
467
466
465
464
463
462
461
460
459
458457
456455454453
452
451450
449
448
447
437
436
433
431
430
429
428
427
426
425424423
422
421
420419
418417
416
415414
413
412
411410
409
408
407
406
405
404
403
402
401
400
399
398
397
396
395
394
393
392
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383382
381
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374
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371
370
369368
367366
365
364363
362
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359
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353
352
351
350
349
348347
346
345
344
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342
341
340339
338
337336
335
334
333332
331330
329
328
327
326
325
324
323
322
321
320
319
318
317
316
315314313
312
311
310
309
308
307
306
305
304
303302301300
299
298
297
296
295
294
293292
291290289288
287
270
269
268
267
266
265260
259
258
256
251
250
249
243
242
230
229
222
221
220
219
218217
213
212
211
200199198197196
191190189
188
187
186
179
178
177
176
169168
167
166165
164
163
162
161
160
159
158
157156
155
154
153
152
151
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149
148
147
146
145
144
143
142
141
140
139
138
137
136
135
134
133
109108107106
101100
640
639
638
637
636635
634
633
619
618
617
616615592
591
590 589588
587
586
585584
583
582581
580
579
578577
576575
1093
Legend
Manhole
Quick Maintenance Rating
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Operations Maps
CCTV PROJECT
This map is intended only for internal operationsof the Los Angeles County Sewer MaintenanceDistricts. Los Angles County expresslydisclaims any liability for any inaccuracieswhich may be present in this map. Data containedin this map is produced in whole or part fromthe Thomas Bros. Maps® digital database.This map is copyrighted, and reproduced withpermission granted, by Thomas Bros. Maps®.All rights reserved.
CCTV PROJECT
June 2006
Y0TV0506A
0 540 1,080 1,620 2,160
Feet
Quick
Maintenance
Rating
(QMR)
As of 06/15/06
O
ENCLOSURE 2
CCTV Project Area
ENCLOSURE 3:
QSR Report Priority List of Identified Deficiencies
Quick Structural Rating Map
ENCLOSURE 3
QSR REPORT and PRIORITY LIST FOR IDENTIFIED DEFICIENCIES - CITY OF LA MIRADA (Y0TV0506A)04-03-06
Item
No.Jurisdiction PSR
(MMS)QSR Observation Comments
Proposed
Corrective Method
Length of
Repair (FT)
Estimated
Repair Cost
1 LAM 114077 5100 BVV: Broken Void Visible, 10-2 o'clock, within 8 Soil erosion occurringPoint repair at 148' from U/S manhole $5,000
2 LAM 113811 5100 B: Broken, 7-12 o'clock, within 8 inches: yes Broken pipe in flow linePoint repair at 2' from U/S manhole $5,000
Point repair at 155' from U/S manhole $5,000
line entire line 322 $19,320
4 LAM 114058 4232
FM: Fracture Multiple, 12-12 o'clock, within 8 inches: yesFM: Fracture Multiple, 3-9 o'clock, within 8 inches: yes
Segment should be broken to broken soil visible, many broken and fractured areas in this pipe segment line entire line 214 $12,840
5 LAM 113861 4236
FM: Fracture Multiple, 7-2 o'clock, within 8 inches: yesB: Broken, 7-1 o'clock, within 8 inches: yes
Broken pipe in flow line, multiple fractures exist just after broken pipe line entire line 242 $14,520
6 LAM 114052 5141
BSV: Broken Soil visible, 9-11 o'clock, within 8 inches: yesFM: Fracture Multiple, from 8-4 o'clock, within 8 inches: yes
Broken area just above water line, and multiple fractures cover remaining segment of pipe
Point repair at 50' from U/S manhole $6,000
7 LAM 113838 5132 BSV: Broken Soil visible, 4 o'clock, within 8 inch Broken just above flow line. Small broken areaPoint repair at 262' from U/S manhole $5,000
8 LAM 114261 5132 HSV: Hole Soil Visible, 3-4 o'clock, within 8 inchHole in flow line, also multiple cracks in same pipe segment
Point repair at 32' from U/S manhole $5,000
9 LAM 113953 4100 B: Broken, 8-10 o'clock, within 8 inches: yes Broken at jointPoint repair at 26' from U/S manhole $5,000
10 LAM 113952 5100 BSV: Broken Soil visible, 2 o'clock, within 8 inch
Broken pipe above flow line, roots growing through hole
Point repair at 128' from U/S manhole $5,000
11 LAM 114299 4212
FM: Fracture Multiple, 5-11 o'clock, within 8 inches: noFM: Fracture Multiple, 1-3 o'clock, within 8 inches: yes
fracture from 5-11 o'clock looks more like broken pipe, just above flow line lining entire line
12 LAM 114142 4132FM: Fracture Multiple, 11-1 o'clock, within 8 inches: yes This pipe segment is broken, not fractured lining entire line
13 LAM 114069 4134FM: Fracture Multiple, 3-8 o'clock, within 8 inches: yes Fracture in flow line lining entire line
14 ZLAC 114257 4136FM: Fracture Multiple, 7-9 o'clock, within 8 inches: yes fracture near flow line lining entire line
15 LAM 114084 4134FM: Fracture Multiple, 4-8 o'clock, within 8 inches: yes fractures in flow line lining entire line
16 LAM 113966 4133FM: Fracture Multiple, 12-12 o'clock, within 8 inches: yes
More fractures near bottom of pipe/ within area of flow lining entire line
17 LAM 114136 413B
FM: Fracture Multiple, 10-4 o'clock, within 8 inches: yes fracture near top of pipe, above flow lining entire line
HSV: Hole Soil Visible, 9 o'clock, within 8 inches: yesFM: Fracture Multiple, from 3-10 o'clock, within 8 inches: yes
Broken area just above water level, multiple fractures along bottom half of pipe
EN
CL
OS
UR
E 3
The segments below, 11-17, will be repaired in the future as part of the ongoing Accumulative Capital Outlay Project (ACOP).
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C-2130N T A F E S P R I N G SN T A F E S P R I N G S
W A L KW A L K
C-2129
C-2080
C-2079
C-217
C-2131
C-217
C-2081 C-217
98
7
71
56
55
54
53
52
51
50
45
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19
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11
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929190
80797877
70
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2625242322
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98
97
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878685848382
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58
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49
48
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43
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27
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709
708
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698
697
694
693505
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486
485
484483
482481480479478477
476
446445
444
443442441440439438
435
434
432
234
233
232
231
228227
226
225224
223
216215
214
597
596
595
564
557
556
555
552
551
550545
541540
536
535
534
533532531530
529
528
527
526525
524523
522
521520
519
518
517
516
515514
513
512511
510509
508
507
286
285
284283282281280
279
278
277276
275274
273
272271
264
263
262
261
257255
254
253
252
248
247
246
245
244
241
240
239
238
237
648
647646
645 644
643
642641632
631
630
629628627
626
625 624623
622621
620
614
613612
611610609608
607
606
605604
603602
601600
599
598
597596
595
594
593574
573
572
571570
569
568567
566
565564
563
562
561560
559
558
557
556
555
554
553 552
551
550
549
548
319
318
317316
206205
204203
202
201
195194193192
185
184183182181180
175174173
172171170
132
131
130
129
128
127
126
125
124
123
122
121
120
119
118
117
116
115
114
113
112
111110
105104103102
198
197
196
195
194
193
192191
190 188
187
186185
184
183
182
181
180179178
177
176
175
174
976
975
972
970969
966
845
840
834
833832
814812
720719
718
717
716715714713712711
702
701
700
699
696695
692
691
690
689
688
687
686
685
684
683
682681
680
679
678
677
676
675
674
673
672671670669668667
666 665664663662
661660659658657656655
654653652651650649648
647646645
644
643
642
641
640639
638637636635634633
632
631
630
629628627626625
624623622621
620
619618617
616
615614613
612611610
609
608
607
606
605
604603602
601
600
599
598594
593
592591
590589588
587586585
584583582
581
580
579
578
577
576
575
574
573
572
571
570
569568
567
566
565563
562
561560559558
554
553
549
548547
546
544
543542
539
538
537
506
475
474
473
472
471
470469
468
467
466
465
464
463
462
461
460459
458457
456455454453
452
451450
449
448
447
437
436
433
431
430429
428427
426
425424423422
421
420 419418417
416
415414
413
412411410
409
408
407
406
405
404
403402
401400
399398
397
396
395
394
393
392
391
390389
388
387
386
385
384
383382
381
380
379
378
377
376
375
374
373
372
371
370369
368367366
365
364363
362
361
360
359358
357
356
355
354
353
352
351
350
349
348347346
345
344
343
342
341340
339338
337336
335
334
333332331330
329328
327
326
325
324
323
322
321
320
319
318
317
316
315314313
312
311
310
309
308
307
306
305
304
303302301300
299
298
297
296
295
294
293292
291290289288
287
270
269
268
267
266
265260
259
258
256
251
250
249
243
242
230
229
222
221
220
219
218217
213
212
211
200199198197196
191190189
188
187
186
179178
177
176
169168
167
166165164
163
162
161
160
159
158
157156
155
154
153
152
151
150
149
148
147
146
145
144
143
142
141
140
139
138
137
136
135
134
133
109108107106
101100
640
639
638
637
636635634
633619
618
617
616615592
591590 589588
587
586
585584
583
582581
580
579
578577
576575
1093
Legend
Manhole
Quick InfraStructure Rating
1: Excellent
2: Good
3: Fair
4: Poor
5: Immediate Attention
SMD Operations Maps
CCTV PROJECT
This map is intended only for internal operationsof the Los Angeles County Sewer MaintenanceDistricts. Los Angles County expresslydisclaims any liability for any inaccuracieswhich may be present in this map. Data containedin this map is produced in whole or part fromthe Thomas Bros. Maps® digital database.This map is copyrighted, and reproduced withpermission granted, by Thomas Bros. Maps®.All rights reserved.
CCTV PROJECT
June 2006
Y0TV0506A
0 525 1,050 1,575 2,100
Feet
Quick
InfraStructure
Rating
(QSR)
As of 06/15/06
O
CCTV Project Area
ENCLOSURE 3
ENCLOSURE 4:
Infrastructure Inspection Reportsfor Grades 4 and 5
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
11/22/2005 Y0TV0506A 1 Dry J.ALEJOS 634 114082
26-007.00 LAM J Jetting 2130
RAMO DR
LAM
B Main Highway - Suburban/Rural 23
2130-0450
2130-0449
321.9 ft
F
SS
2130
C 8/8
8" VCP,285 ft. Pipe Length: 285
1:528 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:36Upstream Manhole, Survey Begins
0.00 MWL 00:00:46 M 2Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
0.00 MWM 00:00:54 M 2Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
7.50 TFA 00:01:42 241aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:ROOTS
46.00 CL 00:02:58 242a S 2Crack Longitudinal, at 12 o´clock, within 8 inch: YES
46.90 TFA 00:03:22 243aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
47.10 CC 00:03:42 244a S 1Crack Circumferential, from 09 to 10 o´clock, within 8 inch: YES
55.30 CM 00:04:39 245a S 3Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
55.30 RTJ 00:04:52 246aRoots Tap Joint, at 10 o´clock, 5 %, within 8 inch: YES
59.40 CL 00:05:27 247a S 2Crack Longitudinal, at 03 o´clock, within 8 inch: YES
59.40 CL 00:05:50 248a S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
60.70 CM 00:06:23 249a S 3Crack Multiple, from 02 to 05 o´clock, within 8 inch: YES
60.90 CM 00:06:52 250a S 3Crack Multiple, from 08 to 10 o´clock, within 8 inch: YES
63.80 CC 00:07:23 251a S 1Crack Circumferential, from 01 to 04 o´clock, within 8 inch: YES
77.70 TFA 00:07:57 252aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
88.10 CL 00:08:31 253a S 2Crack Longitudinal, at 07 o´clock, within 8 inch: YES
107.80 TFA 00:09:06 254aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:ROOTS
140.90 TFA 00:09:59 255aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
152.00 CM 00:10:51 256a S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
155.20 HSV 00:11:18 257a S 5Hole Soil Visible, at 09 o´clock, within 8 inch: YES
155.20 FM 00:11:58 258a S 4Fracture Multiple, from 03 to 10 o´clock, within 8 inch: YES
168.40 TFA 00:12:24 259aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
170.50 CL 00:12:51 260a S 2Crack Longitudinal, at 07 o´clock, within 8 inch: YES
202.00 TFA 00:13:32 261aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
2130-0450
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
Inspection reportDate: P.O.#: Weather: Surveyed By: section number: PSR:
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:
11/22/2005 Y0TV0506A 1 Dry J.ALEJOS 634 114082
26-007.00 LAM J Jetting 2130
1:528 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 2
226.10 TFA 00:14:08 262aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
262.50 TFA 00:14:57 263aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:ROOTS
279.20 CM 00:15:42 264a S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
286.80 TFA 00:16:08 265aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
314.10 TFA 00:16:49 266aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
321.90 00:17:42SLIGHT CIRCULAR CRACKS THROUGHOUT 15% OF REACH
321.90 00:18:13SLIGHT LONGITUDE CRACKS THROUGHOUT 10% OF REACH
321.90 00:18:26END OF SEGMENT
321.90 00:18:43MATERIALS FOUND-VCP
2130-0449
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2200 36 4 40 2.57 2 2.5
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
11/29/2005 Y0TV0506A 1 Dry J.ALEJOS 481 114077
26-007.00 LAM J Jetting 2130
BORA DR
LAM
B Main Highway - Suburban/Rural 28
2130-0445
2130-0446
156.02 ft
F
SS
2130
C 8/8
8" VCP,122 FT. Pipe Length: 122
1:400 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:35Upstream Manhole, Survey Begins
0.00 MWL 00:00:37 M 2Water Level, 0 % of cross sectional area
0.00 MWM 00:00:50 M 2Water Mark, 0 % of cross sectional area
6.10 TFA 00:01:07 470aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
46.48 TFA 00:01:49 471aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
74.14 TFA 00:02:24 472aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
108.01 TFA 00:03:04 473aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
148.90 BVV 00:04:14 474a, b S 5Broken Void Visible, from 10 to 02 o´clock, within 8 inch: YES
156.02 EOS 00:04:50End of Segment
156.02 MF 00:05:00Materials Found-VCP
2130-0445
2130-0446
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2200 5 4 9 5 2 3
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
11/22/2005 Y0TV0506A 1 Dry J.ALEJOS 625 114058
26-007.00 LAM J Jetting 2130
ALICANTE RD
LAM
B Main Highway - Suburban/Rural 23
2130-0452
2130-0424
176.2 ft
F
SS
2130
C 8/8
8" VCP,214 FT. Pipe Length: 214
1:450 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:40Upstream Manhole, Survey Begins
0.00 MWL 00:00:52 M 2Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
0.00 MWM 00:01:03 M 2Water Mark, 5 % of cross sectional area, from 05 to 07 o´clock
22.10 TFA 00:01:53 228aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
63.10 CM 00:03:11 229a S 3Crack Multiple, from 02 to 04 o´clock, within 8 inch: YES
70.70 TFA 00:03:38 230aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO, Remark:ROOTS
75.70 CS 00:04:13 231a S 2Crack Spiral, from 09 to 02 o´clock, within 8 inch: YES
79.80 TFA 00:04:53 232a, bTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:CRACKED
87.80 CM 00:06:14 233a S 3Crack Multiple, from 09 to 02 o´clock, within 8 inch: YES
93.50 FM 00:07:11 234a S 4Fracture Multiple, from 12 to 12 o´clock, within 8 inch: YES
96.70 FM 00:07:49 235a S 4Fracture Multiple, from 03 to 09 o´clock, within 8 inch: YES
176.20 00:12:00END OF SEGMENT
176.20 00:12:28MATERIALS FOUND-VCP
2130-0452
2130-0424
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4232 2200 16 4 20 3.2 2 2.86
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
11/23/2005 Y0TV0506A 1 Dry J.ALEJOS 440 114052
26-007.00 LAM J Jetting 2130
MANSA DR
LAM
B Main Highway - Suburban/Rural 24
2130-0422
2130-0421
301.46 ft
F
SS
2130
C 8/8
8" VCP,268 FT. Pipe Length: 268
1:750 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:34Upstream Manhole, Survey Begins
0.00 MWL 00:00:50 M 2Water Level, 20 % of cross sectional area, from 04 to 08 o´clock
0.00 MWM 00:01:04 M 2Water Mark, 25 % of cross sectional area, from 03 to 09 o´clock
41.70 TFA 00:01:55 20aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
50.14 BSV 00:02:54 21a S 5Broken Soil Visible, from 09 to 11 o´clock, within 8 inch: YES
50.14 FM 00:03:11 22a S 4Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
51.56 FL 00:04:14 23a S 3Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
52.48 CM 00:04:46 24a S 3Crack Multiple, from 11 to 04 o´clock, within 8 inch: YES
72.41 TFA 00:05:21 25aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
94.18 TBA 00:05:58 26aTap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
143.41 TFC 00:07:09 27aTap Factory Made Capped, at 02 o´clock, 6", within 8 inch: NO
152.46 TFA 00:08:01 28aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
195.58 TFA 00:09:22 29aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
244.91 TFA 00:10:34 30aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
293.73 TFA 00:11:51 31aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
301.46 SLTR 00:12:21Slight Longitudinal Cracks Throughout Reach 10%
301.46 EOS 00:12:27End of Segment
301.46 MF 00:12:39Materials Found-VCP
2130-0422
2130-0421
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2200 15 4 19 3.75 2 3.17
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
12/30/2005 Y0TV0506A 1 Dry J.ALEJOS 268 113953
26-007.00 LAM J Jetting 2130
IMPERIAL HWY
LAM
A Main Highway - Urban 61
2130-0572
2130-TRNK
46.58 ft
F
SS
2130
C 8/8
8" VCP,68 FT. Pipe Length: 68
1:125 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:21Upstream Manhole, Survey Begins
0.00 MWL 00:00:33 M 2Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
0.00 MWM 00:00:43 M 2Water Mark, 15 % of cross sectional area, from 05 to 07 o´clock
29.49 B 00:01:53 457a S 4Broken, from 08 to 10 o´clock, within 8 inch: YES
30.92 DAGS 00:02:09 458a M 2Deposits Attached Grease, 5 % of cross sectional area, from 10 to 02o´clock, within 8 inch: YES
46.58 EOS 00:02:37End of Segment
46.58 MF 00:02:45Materials Found-VCP
2130-0572
2130-TRNK
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2300 4 6 10 4 2 2.5
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
12/30/2005 Y0TV0506A 1 Dry J.ALEJOS 267 113952
26-007.00 LAM J Jetting 2130
BIOLA AV
LAM
A Main Highway - Urban 61
2130-0573
2130-0572
176.87 ft
F
SS
2130
C 8/8
8" VCP,139 FT. Pipe Length: 139
1:450 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:38Upstream Manhole, Survey Begins
0.00 MWL 00:00:50 M 2Water Level, 5 % of cross sectional area, from 05 to 07 o´clock
0.00 MWM 00:00:59 M 2Water Mark, 15 % of cross sectional area, from 05 to 07 o´clock
68.55 RMJ 00:02:06 445aRoots Medium Joint, from 09 to 04 o´clock, 5 %, within 8 inch: YES
119.50 RMJ 00:03:01 446aRoots Medium Joint, from 01 to 04 o´clock, 5 %, within 8 inch: YES
128.25 BSV 00:03:56 447a S 5Broken Soil Visible, at 02 o´clock, within 8 inch: NO
128.25 RMJ 00:04:09 448aRoots Medium Joint, at 02 o´clock, 10 %, within 8 inch: NO
130.08 TBA 00:04:40 449aTap Break-In Active, at 02 o´clock, 6", within 8 inch: NO
130.08 RMJ 00:05:01 450aRoots Medium Joint, from 08 to 04 o´clock, 10 %, within 8 inch: YES
176.87 FRTR 00:05:49Fine Roots Throughout Reach 20%
176.87 EOS 00:05:54End of Segment
176.87 MF 00:06:08Materials Found-VCP
2130-0573
2130-0572
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2200 5 4 9 5 2 3
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
12/22/2005 Y0TV0506A 1 Dry J.ALEJOS 196 113861
26-007.00 LAM J Jetting 2130
GAGELY DR
LAM
B Main Highway - Suburban/Rural 53
2130-0604
2130-0603
242.87 ft
F
SS
2130
C 8/8
8" VCP,129 FT. Pipe Length: 129
1:600 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:25Upstream Manhole, Survey Begins
0.00 MWL 00:00:37 M 2Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
0.00 MWM 00:00:46 M 2Water Mark, 15 % of cross sectional area, from 04 to 08 o´clock
13.43 CM 00:01:41 501a S 3Crack Multiple, from 04 to 09 o´clock, within 8 inch: YES
14.04 FL 00:02:10 502a S 3Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
14.04 FL 00:02:27 503a S 3Fracture Longitudinal, at 09 o´clock, within 8 inch: YES
14.04 CM 00:02:45 504a S 3Crack Multiple, from 09 to 04 o´clock, within 8 inch: YES
15.05 TFD 00:03:08 505a M 2Tap Factory Made Defective, at 10 o´clock, 6", within 8 inch: NO, Remark:CRACKED
16.17 CL 00:03:32 506a S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
16.17 CL 00:03:44 507a S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
38.44 TFA 00:04:25 508aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
49.53 FM 00:04:39 509a S 4Fracture Multiple, from 07 to 02 o´clock, within 8 inch: YES
50.55 B 00:05:48 510a S 4Broken, from 11 to 01 o´clock, within 8 inch: YES
52.99 CM 00:07:00 511a S 3Crack Multiple, from 12 to 04 o´clock, within 8 inch: YES
89.40 TFA 00:08:03 512aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
100.79 CM 00:09:03 513a S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
102.11 TFA 00:09:21 514aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
152.86 TFA 00:10:48 515aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
158.76 TFA 00:11:16 516aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
216.53 TFA 00:13:00 517aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
242.87 EOS 00:13:53End of Segment
242.87 MF 00:14:03Materials Found-VCP
2130-0604
2130-0603
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4236 2300 30 6 36 3 2 2.77
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
11/30/2005 Y0TV0506A 1 Dry J.ALEJOS 452 113838
26-007.00 LAM J Jetting 2130
BORA DR
LAM
B Main Highway - Suburban/Rural 29
2130-0709
2130-0706
289.35 ft
F
SS
2130
C 8/8
8" VCP,291 FT. Pipe Length: 291
1:725 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 2
0.00 AMH 00:00:34Upstream Manhole, Survey Begins
0.00 MWL 00:00:52 M 2Water Level, 10 % of cross sectional area, from 05 to 07 o´clock
0.00 MWM 00:01:01 M 2Water Mark, 10 % of cross sectional area, from 05 to 07 o´clock
52.68 TFA 00:02:02 495aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
101.91 TFA 00:03:04 496aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
117.57 TFA 00:03:32 497aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
179.00 TFA 00:04:31 498aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
241.04 TFA 00:05:32 499aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
273.49 BSV 00:06:42 500a S 5Broken Soil Visible, at 04 o´clock, within 8 inch: YES
273.49 FL 00:06:58 501a S 3Fracture Longitudinal, at 04 o´clock, within 8 inch: YES
273.79 CM 00:07:30 502a S 3Crack Multiple, from 08 to 11 o´clock, within 8 inch: YES
289.35 EOS 00:08:03End of Segment
289.35 MF 00:08:15Materials Found-VCP
2130-0709
2130-0706
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5132 2200 11 4 15 3.67 2 3
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
05/04/2006 1 Dry J.ALEJOS 689
J Jetting 1537
0
LA MIRADA
D Easement/Right of Way 1A
2130-0681
2130-0677
194.26 ft
SS Sanitary
C 15/15
15" VCP Pipe Length:
1:475 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:40Upstream Manhole, Survey Begins
0.00 MWL 00:00:57 M 2Water Level, 15 % of cross sectional area, from 04 to 08 o´clock
0.00 MWM 00:01:09 M 2Water Mark, 25 % of cross sectional area, from 04 to 08 o´clock
1.00 HSV 00:02:03 4a, b S 5Hole Soil Visible, from 07 to 12 o´clock, within 8 inch: YES
194.26 MF 00:07:20Materials Found-VCP
194.26 EOS 00:07:35End of Segment
2130-0681
2130-0677
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 2200 5 4 9 5 2 3
MACKONE DEVELOPMENT, INC.
2244 BEVERLY BOULEVARDLOS ANGELES, CA 90057
Tel: (213) 252-9506, Fax: (213) 252-9527
LOS ANGELES COUNTY
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::
10/31/2005 Y0TV0506A 1 Dry J.ALEJOS 526 114261
26-007.00 LAM J Jetting 2130
BURGESS AV
LAM
B Main Highway - Suburban/Rural 12
2130-0269
2130-0270
245.52 ft
F
SS
2130
C 8/8
8" VCP,354 FT. Pipe Length: 354
1:600 position code observation MPEG photo grade
Y0TV0506A.mdb // page: 1
0.00 AMH 00:00:42Upstream Manhole, Survey Begins
0.00 MWL 00:00:56 M 2Water Level, 5 % of cross sectional area, at 07 o´clock
0.00 MWM 00:01:09 M 2Water Mark, 10 of cross sectional area, from 05 to 07 o´clock
32.44 HSV 00:02:12 221a S 5Hole Soil Visible, from 03 to 04 o´clock, within 8 inch: YES
32.44 CM 00:02:42 222a S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
43.63 TFA 00:03:05 223aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
100.69 RFJ 00:04:11 224aRoots Fine Joint, from 10 to 02 o´clock, within 8 inch: YES
101.91 TFA 00:04:28 225aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
106.89 RTJ 00:05:06 226aRoots Tap Joint, from 01 to 02 o´clock, 10 %, within 8 inch: YES
107.91 TFA 00:05:26 227aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO, Remark:ROOTS
179.00 CM 00:06:52 228a S 3Crack Multiple, from 01 to 03 o´clock, within 8 inch: YES
179.92 TFA 00:07:10 229aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
182.46 TFA 00:07:33 230aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
240.84 TFA 00:08:42 231aTap Factory Made Active, at 02 o´clock, 6", within 8 inch: NO
242.16 RTJ 00:09:22 232aRoots Tap Joint, from 10 to 03 o´clock, 50 %, within 8 inch: YES
243.28 TFA 00:11:23 233aTap Factory Made Active, at 10 o´clock, 6", within 8 inch: NO
245.52 INC 00:15:10 234aInspection incomplete due to TAP ROOTS
2130-0269
2130-0270
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5132 2200 11 4 15 3.67 2 3