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GAIL FARBER, Director
December 30, 2009
COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS"To Enrich Lives Through Effective and Caring Service"
900 SOUTH FREMONT AVENUEALHAMBRA, CALIFORNIA 91803-1331
Telephone: (626)458-5100http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO:
P.O. BOX 1460ALHAMBRA, CALIFORNIA 91802-1460
I N REPLY PLEASE
REFER TO FILE: SM-1
Mr. Allan Rigg, Director of Public WorksCity of Palos Verdes Estates340 Palos Verdes Drive WestPalos Verdes Estates, CA 90274
Attention Ms. Floriza Rivera
Dear Mr. Rigg:
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT NO. YOTV0607D
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 169,550 feet orapproximately 58.2 percent of the City of Palos Verdes Estates' sewer system.
The enclosed report outlines the structural and maintenance ratings of your systembased on the Pipeline Assessment and Certification Program's rating methodology.Included in the report are the following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report Priority List and Quick Maintenance RatingMap (Enclosure 2)
• Quick Structural Rating Report Priority List and Quick Structural Rating Map(Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
Mr. Allan RiggDecember 30, 2009Page 2
The Condition Assessment Report provides you with details regarding the maintenanceand structural condition of your City's sewer mainlines. This information can beincluded in your agency's Sewer System Management Plan as a reference inChapter 8.0 System Evaluation and Capacity Assurance Plan. The segments withcritical maintenance issues have been cleaned and, in some instances, have beenincorporated into our routine cleaning schedule. In addition, the segments with severestructural defects have either been repaired or will be scheduled for repair as part of theongoing Accumulative Capital Outlay Project.
If you have any questions regarding this report or the Condition Assessment Program,please contact Mr. Robert Swartz at (626) 300-3367, Monday through Friday, 8 a.m. to4 p.m., or rswartz dpw.lacounty.qov.
Very truly yours,
GAIL FARBERDirector of Public Works
JOHN T. WALKERAssistant Deputy DirectorSewer Maintenance Division
HK:gyHASMHOME\GYoung\Memosletters\1799
Enc.
bc: Programs Development (PILKER)
bc: JW, KL, RS, FV, File (Project YOTV0607D), SPINDLE
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0607D PROJECT MGR: Kari Eskridge PROJECT DATE: 5/16/07-8/20/07 CONTACT NO: (626) 300-3390 SUP. DISTRICT(s): 4 MAP PAGE(S): 1490, 1491, 1544, 1545 Report By: Hanna Kebede Report Date: 11/19/09 INTRODUCTION As part of the Sewer Condition Assessment Program, the County of Los Angeles Department of Public Works Consolidated Sewer Maintenance District has completed the closed-circuit television (CCTV) inspection of 169,550 feet or approximately 58.2 percent of the City of Palos Verdes Estates’ sewer system. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance condition of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0607D included sewer lines located in both the Cities of Palos Verdes Estates and Rancho Palos Verdes. Enclosed for your reference is an overview map of the project area within your City (Enclosure 1). DEFECT GRADE DESCRIPTION The Quick Rating indicates the number of occurrences for the highest severity grade for each pipe segment for either maintenance or structural defects. A grade of 1 indicates that a pipe segment is in excellent condition with minor defects, while a grade of 5 indicates that a pipe segment may require immediate attention. A detailed breakdown of the five possible defect grades is as follows: Grade Description Estimate time to Failure
1: EXCELLENT: Minor Defects. Unlikely in the foreseeable future
2: GOOD: Defects that have not begun to deteriorate. 20 years or more
3: FAIR: Moderate defects that will continue to deteriorate. 10 to 20 years
4: POOR: Severe defects that will become grade 5 defects within the foreseeable future. 5 to 10 years
5: IMMEDIATE ATTENTION: Defects requiring immediate attention.
Has failed or will likely fail within the next 5 years
MAINTENANCE REPORT Our inspection revealed that approximately 88.3 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 11.7 percent of the inspected pipe segments within the City of Palos Verdes Estates 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 97,276 57.4 552 2: Good 28,506 16.8 128 3: Fair 23,823 14.1 105 4: Poor 18,869 11.1 83 5: Immediate Attention 1,076 0.6 6
TOTAL 169,550 100.0 874 STRUCTURAL REPORT Our inspection revealed that approximately 98.8 percent of the inspected pipe segments within the City of Palos Verdes Estates were free of severe structural defects. However, the remaining 1.2 percent of the inspected pipe segments had a PACP structural grade of 4 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 10 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 report for these 10 segments are included in Enclosure 4.
QUICK STRUCTURAL RATING TABLE
DEFECT GRADE
PIPE LENGTH
(FT)
PERCENT TOTAL INSPECTED PIPE
LENGTH NO. SEGMENTS
1: Excellent 154,761 91.3 805 2: Good 7,401 4.4 34 3: Fair 5,259 3.1 25 4: Poor 1,424 0.8 6 5: Immediate Attention 705 0.4 4
TOTAL 169,550 100.0 874
FUTURE PROJECTS The Sewer Condition Assessment Program will be performing future closed-circuit television (CCTV) inspection of the remaining sewer lines within the City of Palos Verdes Estates according to the following schedule. FISCAL YEAR PROJECT
NAME LENGTH
(FT) PERCENTAGE
OF SYSTEM STATUS
2006-2007 Y0TV0607D 169,550 58.2 COMPLETE
2008-2009 Y0TV0809C 95,284 32.7 REPORT PENDING 2008-2009 Y0TV0809D 26,507 9.1 REPORT PENDING
TOTAL 291,341 100.0
ENCLOSURE 1:
Project Overview Map
P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S
****
*PA
S DL
MAR
HAWTHORNE BLVD
PALO
S VE
RDES
DR
W
VIA RIVERA
SILV
ER S
PUR
RD
HIG
HR
IDG
E RD
VIA CORONEL
LOM
O D
R
BASSWO
OD AV
VIA VISALIA
VIA FERNANDEZ
VIA O
LIVERA
COUNTRY LN
VIA ZUM
AYA
GR
ANVI
A AL
TAM
IRA
INDIAN PEAK RD
VIA DL MONTE
TRAILRIDERS DR
MONERO DR
VIA CARRILLO
GO
LDE
N M
EA
DO
W D
R
CHELSEA RD
PAS LA CRESTA
VIA PACHECO
CRESTRIDGE RD
DEL SOL FIRE RD
GR
AYSL
AKE
RD
VIA NOGALES
CO
VEC
RES
T D
R
VERDE RIDGE RD
PAS LUNADO
CREST RD
ABBOTTSWOOD DR
EDDINGHILL DR
VIA
CA
STI
LLA
VIA VICTO
RIA
CR
EN
SH
AW
BLV
D
VIA MIR
ABEL
AVD MIROLA
GERO
NIMO
DR
MONTEMALAGA DRDALT
ON RD
VIA ALVARADO
ELLA RD
YARMOUTH RD
VIA
AN
AC
AP
A
VIA
ACAL
ON
ES
FON
D D
U L
AC R
D
VIA
LAZO
ASPEN W
Y
VIA
CA
TALU
NA
VIA MARGARITA
VIA GABRIEL
VIA ARRIBA
MISTRIDGE DRWHITLEY COLLINS DR
VIA LOPEZ
VIA CERRITOSADDI
SON
RD
SPR
ING
CR
EEK
RD
LOCKLENNA LNSAN NICOLAS DR
VIA
MO
NTE
MAR
VIA ROMERO
WA
RR
IOR
DR
EPPING RD
CYPR
ESS WY
KINGS HARBOR DR
ROTHRO
CK DR
FLAMBEAU RD
VIA
BO
RIC
A
VIA RINCON
PLAINFIELD DR
VIA NEVE
INDI
AN V
ALLE
Y RD
VIA
BORO
NADA
BAYRIDGE RD
LON
GH
ILL DR
DO
VER
RID
GE
DR
BIRC
HFIE
LD A
V
AMBE
RG
ATE
DR
VIA SONOMA
HYTE RD
CEDARBLUFF DR
VIA
VA
LDE
S
BLYTHEWO
OD DR
WH
ITES
TON
E R
D
VIA
ESTU
DIL
LO
LITTLEBOW RD
VIA
LEON
AVD TRANQUILA
IRONWOOD ST
QUAILWOOD DR
ARMAGA SPRING RD
VIA BARRI OCEANRIDGE DR
VIA LANDETA
VIA
AMAD
OR
DU
NW
OO
D R
D
SCOTMIST DR
VIA ALAMITOS
VIA ARCO
FAW
NS
KIN
DR
VIA LA BREA
VIA SOMONTE
SYCAM
OR
E LN
MANITOWAC DR
LOBR
OO
K D
R
SUNMIST DR
PAS DL SOL
EL RODEO RD
AVD DE CALMA
SCOTWOOD DR
BARKSTONE DR
VIA BUEN
A
RID
GE
THO
RN
CT
AVD
ALTISIM
A
MOSSBANK DR
SHOREW
OOD RD
WAR
NIC
K RD
ANACAPA
RAVENSPUR DR
HARTCREST DR
BRAID
WO
OD
DR
DEEP VALLEY DR
VIA MALO
NA
FIR
THR
IDG
E R
D
VIA ESTRADA
OAKTR
EE LN
HEDGEWOOD DR
VIA GRANADA
ACAN
A RD
RID
GE
POIN
T CT
VIA SANCHEZ
VIA GUADALANA
NOVATO PL
BEECHFIELD DR
ESPINOSA CIR
TYBURN RD
UPPER BARREL W
WHITECLIFF DR
ARCO P
L
WOODBR
OOK RD
GRAYLOG ST
VIA
MIR
ADA
MEN
OMIN
EE P
L
VIA
AS
TUR
IAS
CLEAR VISTA DR
CROSSFIELD
DR
RICO P
L
HILLTOP CIR
CO
VERID
GE D
R
VIA CAMPESINA
AVD ELEGANTEALIDA PL
HO
RS
ES
HO
E L
N
AVOCA
DO L
NM
AZU
R D
R
PEM
BIN
A R
D
APSLEY RD
RIO LINDA DR
VIA SEVILLA
RID
GEFER
N C
T
VIA CHISPAS
OAKLEY R
D
EL PORTAL
SEAVIEW D
R N
AVON RD
WOODFERN DR
WILDBRIAR DRVI
A SEGOVIA
VIA CONEJO
VIA HORQUILLA
RID
GE
BLU
FF C
T
SHOREVIEW DR
FAIRCOVE DR
LIGHTFOOT PL
STAB
LE W
Y
CHERTY DR
GATOS
PL
ISLA
ND V
IEW
DRVIA MIGUEL
LUNADA VISTA
PUNTA PL
VIA MIROLA
NOYA PL
THORLEY PL
****
*
****
*
*****
****
*
*****
*****
****
*
*****
*****
*****
IND
IAN
PEA
K R
D
CHELSE
A RD
VIA SONOMA
****
*
VIA
BUEN
A
*****
IRONWOOD ST
PAS DL MAR
*******
***
****
*
*****
*****
****
*
*****
CREST RD
*****
****
*
*****
****
*VIA
VIC
TOR
IA
*****
*****
*****
S-1490
S-1544
S-1491S-1545R O L L I N G H I L L S E S T A T E SR O L L I N G H I L L S E S T A T E S
R A N C H O P A L O S V ER A N C H O P A L O S V E
R O L L I N G H I L LR O L L I N G H I L L S
LegendSMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
Parcel Boundary
SMD Operations Maps
Y0TV0607D
CCTV PROJECT
NOVEMBER 20090607D_OVERVIEW.mdx
0 925 1,850 2,775 3,70
Feet
Supervisorial District 4Cities of Palos Verdes Estates
& Rancho Palos Verdes
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.
O
PROJECT OVERVIEW MAP
Y0TV0607D
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List • Quick Maintenance Rating Map
Item No.
QMR Start MH End MH Street Observation: Location Corrective Action Taken
1 5231 1491-0095 1491-0105 EASEMENT / AVENIDA MIROLA Root ball (blockage) Rodder (completed 3/27/09)2 5141 1491-0137 1491-0128 VIA BANDINI Root ball and grease deposits Rodder (completed 3/28/09)3 5141 1544-0682 1544-0681 EASEMENT /VIA CORONEL Root ball Rodder (completed 3/28/09)4 5131 1491-0128 1491-0137 VIA BANDINI Root ball Rodder (completed 3/30/09)5 5131 1491-0122-A 1491-CO ALLEY BY PALOS VERDES DR Root ball Rodder (completed 3/30/09)6 511A 1491-0226 1491-0225 EASEMENT/ NEVE Root ball Rodder (completed 3/27/09)7 4H00 1490-0102 1490-0100 PALOS VERDES DR W Camera underwater Hydrojet (completed 2/25/09) 8 4B2H 1491-LH 1491-0232 VIA PACHECO Camera underwater Hydrojet (completed 2/24/09) 9 4A31 1544-0852 1490-0368 VIA MIRABEL Root ball; camera underwater Hydrojet (completed 7/09/09)
10 4432 1490-0470 1490-0469 EASEMENT/ CRESTA PL Root ball Rodder (completed 3/30/09)11 4332 1490-0058 1491-0120 ALLEY NORTH/ PALOS VERDES DR Root ball Rodder (completed 3/31/09)12 4331 1490-0184 1490-0185 ESPINOSA CR Roots Hydrojet (completed 2/19/09) 13 4300 1544-0928 1544-0690 VIA CERRITOS Deposits: settled & compacted Millsaw (completed 3/30/09)14 4232 1491-0317 1491-0316 VIA ROMERO Roots; camera underwater Hydrojet (completed 2/23/09) 15 4231 1491-0252 1491-0258 EASEMENT/ VIA FORTUNA Roots; debris; camera underwater Hydrojet (completed 9/21/09) 16 4231 1490-0127 1490-0126 VIA ESTUDILLO Roots Hydrojet (completed 2/19/09) 17 4231 1491-0227 1491-0226 EASEMENT/ NEVE Roots Hydrojet (completed 2/19/09) 18 4222 1544-0661 1544-0660 PASEO LA CRESTA Camera underwater Hydrojet (completed 2/25/09) 19 4221 1491-0249 1491-E VIA GOLETA Root ball Rodder (completed 3/30/09)20 4221 1490-0173 1490-0172 ESPINOSA CR Roots fine Hydrojet (completed 2/19/09) 21 4221 1491-0089 1491-0088 ALLEY NORTH VIA BANDINI Root ball Rodder (completed 4/01/09)22 4214 1491-0708 1490-0494 VIA LEON Roots Hydrojet (completed 2/23/09) 23 4214 1490-0060 1490-0059 ALLEY NORTH PALOS VERDES DR Roots Hydrojet (completed 2/19/09) 24 4214 1544-0772 1544-0773 EASEMENT/ VIA FERNANDEZ Roots Hydrojet (completed 2/19/09) 25 4211 1490-0087 1490-0086 VIA BORONADA Root ball Rodder (completed 3/31/09)26 4211 1544-0916 1544-0974 EASEMENT/ VIA DEL MONTE Alignment 30% No action needed. 27 4200 1490-0101 1490-0078 VIA CORONEL Camera underwater Hydrojet (completed 2/25/09) 28 4200 1490-0038 1490-0028 CHELSEA RD Roots; high water level Hydrojet (completed 2/19/09) 29 4139 1491-0162 1491-0161 VIA PACHECO Camera underwater Hydrojet (completed 9/21/09) 30 4132 1490-0329 1490-0330 EASEMENT/ PALOS VERDES DR Roots Hydrojet (completed 9/19/09) 31 4131 1490-0185 1490-0186 ESPINOSA CR Roots Hydrojet (completed 10/15/09) 32 4131 1491-0728 1491-0745 VIA CORONEL Root ball Rodder (completed 3/27/09)33 4131 1490-0135 1490-0126 VIA CORONEL Roots Hydrojet (completed 2/25/09) 34 4131 1490-0093 1490-0094 VIA BORONADA Roots Hydrojet (completed 2/23/09) 35 4131 1491-0326 1491-0327 VIA ESTUDILLO Roots; high water level Hydrojet (completed 2/23/09)
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07
Page 1 of 3
Item No.
QMR Start MH End MH Street Observation: Location Corrective Action Taken
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07
36 4131 1491-0344 1491-0343 VIA OLIVERA Roots Hydrojet (completed 2/23/09) 37 4131 1491-0121 1491-0045 EASEMENT/VIA PACHECO Roots Hydrojet (completed 2/23/09) 38 4131 1491-0086 1491-0087 ALLEY NORTH AVENIDA MIROLA Roots; deposits Hydrojet (completed 2/26/09) 39 4131 1491-0026 1491-0027 EASEMENT / CHELSEA RD Root ball Rodder (completed 2/20/09)40 4131 1490-0460 1490-0461 EASEMENT / PASEO LA CRESTA Root ball Rodder (completed 3/30/09)41 4131 1544-0758 1544-0759 EASEMENT / VIA CATALUNA Roots Hydrojet (completed 7/09/09) 42 4131 1491-0423 1491-S ALLEY NORTH VIA ANACAPA Roots Hydrojet (completed 2/20/09) 43 4125 1544-1061 1544-1060 EASEMENT / VIA CORONEL Root ball Rodder (completed 3/30/09)44 4124 1544-0659 1544-0660 VIA VISALIA Camera underwater Hydrojet (completed 2/24/09) 45 4121 1544-0652 1544-0651 EASEMENT / VIA CATALUNA Root ball Rodder (completed 9/10/09)46 4121 1491-0285 1491-0286 ALLEY NORTH VIA ZUMAYA Root ball Rodder (completed 3/27/09)47 4121 1491-0031 1491-0035 EASEMENT / CHELSEA RD Roots Rodder (completed 3/30/09)48 4121 1544-0757 1544-0758 EASEMENT / VIA CATALUNA Grease, roots Hydrojet (completed 2/24/09) 49 411Q 1491-0155 1491-0157 VIA PACHECO Sag Hydrojet (completed 9/21/09) 50 411K 1491-0215 1491-0214 PASEO DEL MAR Rootball Hydrojet (completed 2/19/09) 51 411F 1491-0090 1491-0058 OAKLEY RD Rootball Rodder (completed 10/22/09)52 4118 1491-0083 1491-0084 ALLEY NORTH VIA PENA Roots, deposits, sag Hydrojet (completed 2/23/09) 53 4116 1491-0063 1491-0062 EASEMENT / THORLEY PL Rootbal Rodder (completed 3/27/09)54 4114 1491-0210 1491-CO EASEMENT / VIA SEGOUIA Rootball Rodder (completed 3/27/09)55 4113 1490-0048 1490-0047 DALTON RD Rootball , sag Hydrojet (completed 2/19/09) 56 4113 1544-0826 1544-1006 EASEMENT / VIA ACALONES Alignment 45% No action needed. 57 4112 1490-0162 1490-0161 RICO PL Rootball Rodder (completed 9/14/09)58 4112 1491-0150 1491-0138 EASEMENT / PALOS VERDES DR W Rootball, sag Rodder,Hydrojet (completed 3/27/09)59 4112 1544-0973 1544-0972 EASEMENT/ VIA DEL MONTE Alignment 35% No action needed. 60 4111 1544-0830 1544-CO EASEMENT / VIA ACALONES Alignment 35% No action needed. 61 4111 1490-0166 1490-0094 VIA ESTUDILLO Rootball Rodder (completed 10/15/09)62 4111 1491-0351 1491-0356 VIA SANCHEZ Rootball Rodder (completed 3/27/09)63 4111 1490-0298 1490-0299 ALLEY NORTH / PALOS VERDES DR WRootball ; sag Hydrojet (completed 2/19/09) 64 4100 1490-0474 1490-CO PALOS VERDES DR W Rootball Rodder (completed 3/27/09)65 4100 1491-0386 1491-CO VIA VALDES Construction debris Millsay, hydrojet (completed 9/10/09)66 4100 1490-0080 1490-0081 PALOS VERDES DR W Roots, sag Hydrojet (completed 2/25/09) 67 4100 1491-0352 1491-0341 VIA SANCHEZ Rootballl Hydrojet (completed 2/23/09) 68 4100 1491-0157 1491-0159 VIA PACHECO High water level Hydrojet (completed 2/23/09) 69 4100 1544-0716 1544-0715 EASEMENT / CATALUNA PL Rootball Hydrojet (completed 7/29/09) 70 4100 1491-0290 1491-0291 LA COSTA PL Rootball Rodder ( completed 3/31/09)
Page 2 of 3
Item No.
QMR Start MH End MH Street Observation: Location Corrective Action Taken
ENCLOSURE 2 QUICK MAINTENANCE REPORT PRIORITY LIST CITY OF PALOS VERDE ESTATES (Y0TV0607D) as of 07/24/07
71 4100 1491-0272 1491-CO EASEMENT / VIA AMADOR Alignment 45% No action needed. 72 4100 1490-0110 1490-0111 EASEMENT / VIA OLVERA Alignment 25% No action needed. 73 4100 1491-0080 1491-CO EASEMENT / PASEO LUNADO Alignment 25% No action needed. 74 4100 1490-0152 1490-0150 EASEMENT / VIA CORONEL Alignment 90% No action needed.
Item QMR Start MH End MH Street Observation1 4232 1491-0317 1491-0316 VIA ROMERO Root ball in lateral connection.2 4132 1490-0329 1490-0330 EASEMENT / PALOS VERDES DR W Root ball in lateral connection.3 4131 1490-0061 1491-0044 VIA PACHECO Root ball in lateral connection.4 411K 1491-0223 1491-0215 VIA NEVE Root ball in lateral connection.5 4116 1491-0174 1491-0173 VIA ANACAPA Root ball in lateral connection.6 4115 1490-0180 1490-0179 VIA MACHADO Root ball in lateral connection.7 4111 1491-0358 1491-0357 VIA ROMERO Root ball in lateral connection.8 4111 1490-0014 1490-0013 ALLEY NORTH /CHELSEA RD Root ball in lateral connection.9 4111 1490-0039 1490-0038 CHELSEA RD Root ball in lateral connection.
10 4100 1490-0297 1490-0498 VIA MARTINEZ Root ball in lateral connection.11 4100 1490-0158 1490-0157 VIA ZURITA Root ball in lateral connection.12 4100 1490-0195 1490-0194 VIA LANDETA Root ball in lateral connection.13 4100 1490-0115 1490-0116 VIA ESTUDILLO Root ball in lateral connection.14 4100 1490-0012 1490-0013 ALLEY NORTH /CHELSEA RD Root ball in lateral connection.15 4100 1490-0008 1490-0009 PASEO DEL MAR Root ball in lateral connection.
The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of root ball inside the lateral connection. CSMD does not maintain lateral lines; it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines were not included on the Priority List above identified with maintenance deficiencies in need of immediate attention by CSMD.
Page 3 of 3
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S
****
*
VIA
RI V
ER
A
PALO
S VE
RD
ES D
R W
VIA ZUMAYA
VIA CARRILLO
VIA OLIVER
A
CHELSEA RD
VIA
CA
STI
LLA
VIA
VICT
ORIA
VIA ALVARADO
YARMOUTH RD
VIA ANACAPA
GO
LDE
N M
EA
DO
W D
R
PASEO LUNADO
PASE
O DEL
MAR
VIA
PAC
HE
CO
VIA BANDINI
VIA ROMERO
AVENIDA MIROLA
CREST RD
VIA NEVEVI
A V
ALD
ES
VIA SOLAVIA BARRI
VIA AMADOR
VIA
BU
EN
AVI
A B
OR
ICA
VIA SANCHEZ
VIA CORONEL
TYBURN RD
VIA
AS
TUR
I AS
VIA
DE
LA G
UER
RA
AVENIDA ALTISIMA
ALIDA PL
THO
RLE
Y R
D
OAKLEY R
D
VIA
PENA
VIA
AN
DR
ES
VIA SEGOVIA
VIA
BA
RC
ELO
NA
ROCKY POIN
T RD
VICTO
RIA PL
VIA DAVALOS
VIA ESTRADA
MARGUERITE DR
VIA ESTUDILLO
VIA VENTANA
VIA MIGUEL
VIA GALICIA
LA C
OS
TA P
L
RUE GODBOUT
VIA MIROLA
CL
DE
SUEN
OS
THORLEY PL VIA FORTUNA
RIVERA P
L
VIA PALESTRA
VIA CHELSEA RD
VIA GOLETA
VIA LORADO
ROCKY POINT PL
VIA OLEADAS
LUNADA BAY PZ
AVE
NID
A A
NIL
LO
ZORILLO PL
TYBURN RD
VIA RIVER
A
*****
VIA RIVERA
VIA PACHECO
VIA BORICA
****
*
VIA
AN
AC
AP
A
*****
*****
PASEO LUNADO
VIA
RO
MER
O
*****
*****
PALO
S VE
RD
ES D
R W
VIA
VIC
TOR
IA
PASEO DEL MAR
****
*
VIA PACHECO
VIA
BUEN
A
64
3
8
9
7
5
6759
78
35
74
23
95
54
22
81
34 43
75
76
2117
62
69
32
99
61
98
68
84
64
79
56
65
96
94
71
97
28
72
50
31
80
14
77
91
63
86
57
39
42
11
47
93
18
13
40
73
46
90
20
41
19
15
53
88
89
10
85
12
26
83
27
58
48
52
30
16
92
66
87
70
82
5160
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24
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296
301
291
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190
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110
267
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226
284
199
338
116252
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248
354
239
717
315
106
293
442
436
385
587
707
604
496
500
282
610
384
210
662
418
216
705
745
345
609
335
739
133
681
233
194
326
242
107
102
196189
294
192
129
437
398
401
371
404
178
276
457
316
247
387
155
222
158
421
559
426
113
350
297
731
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641
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100
551
680
269
495
148
585
611
254
258
292
295
678
109
750
727
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122
144
392
185
380
214
278
114
281
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202
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262
235
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265
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204
429
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762
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557
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543
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212
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307287
381
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358
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300
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245
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277
111
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179
240
285
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168
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411
302
343
395
320
274
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131
508
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304
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126
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580
323
446
286
777
677
728
460
220
433
223
182
775
283
353
356
779
456
275
101
264
299
443
440
221
154
314
215
712
318
260
232
170
123
509
173
127
339
169
444
422
379
217
763
736
355
752
211
143
257
393
555
105
493
377 776
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737
157
375
504
373
374
400
132
207
608
167
740
553
255
206
552
152
771
638
365
119
394
507
441
544
758
765
376
413
263
605
259
198
161
769
753
396
402
494
706
640
364
329
389
261
503
372
147
346
213
399
499
606
352
498
321
270
183
145
660
682
103
273
733
711
238
305
319
359
452
237
726
349
272
425
764
138
332
184
241
153
165289
725
115
746
344
383
417
388
474
390
205416
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735
679
461
336
327
743
773
676
719
125
497
382
288
117
419
244
134
778
511
770
348
424
279
420
659
720
187
166
415
193
251
181
231718
266
139
584
324
225
583
558554
683
342
180
505
357
378
431
136
760
582
310
362
137 351
246
280
565
312
176
250
435
218
243
473
363
130
149
542
434
334
290
224
502
397
744
406
714
366
410 409
391
403
439
159
766
747
128
6
163
124
160
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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
*****
PASE
O DE
L M
AR
VIA OLIVERA
PALO
S VE
RDE
S DR
W
VIA RIVERA
VIA
CO
RO
NEL
CHELSEA RD
VIA PACHECO
VIA CARRILLO
DALTON RD
YARMOUTH RD
VIA ANACAPA
VIA
ZUR
ITACLOYDEN RD
VIA ZUMAYA
VIA BANDINI
ADDI
SON
RD
VIA ROMERO
EPPING RD
AVENIDA MIROLA
VIA CASTILLA
VIA
BORO
NADA
VIA
ESTU
DIL
LO
VIA
LEON
VIA LANDETA
VIA AMADOR
VIA
LO
PEZ
VIA VALDES
CHISWICK RD
VIA SANCHEZ
THO
RLEY
RD
ESPINOSA CIRMAR
GATE R
D
RICO P
L
VIA
MA
CH
AD
O
OAKLEY R
D
VIA
AN
DR
ES
APSLEY RD
VIA
GAR
FIAS
ROCKY POIN
T RD
VIA DAVALOS
VIA ESTRADA
VIA CURVA
VIA MARGATE
VIA VENTANA
CLOYDEN SQ
VIA GALICIA
VIA MIROLA
NOYA PL
THORLEY PL VIA FORTUNA
VIA PALESTRA
VIA CHELSEA RD
MARGATE SQ
VIA GOLETA
DOLORES PZ
ROCKY POINT PL
VIA DESCANSO
MUROS PL
ZORILLO PL
AVO
N S
Q
****
*
****
*
VIA ESTUDILLO
CHELSEA RD
CHELSE
A RD
*****
*****
*****
VIA
ZUM
AYA
****
*
*****
VIA PACHECO
PALO
S VE
RDES
DR
W
*****
VIA
ANAC
APA
VIA
RO
MER
O
1
98
2
6
4
6
4
3
2
3
8
5
9
7
7
5
1
42
31
13
14
28
2229
43
44
76
11
20
3637
17
16
12
19
6759
92
35
96
45
57
74
23
95
38
18
67
66
33
74
54
72
22
59
34
21
95
43
97
51
73
30
2117
46
62
69
32
99
61
98
68
64
29
34
85
56
53
65
96
94
71
60
61
97
84
28
72
41
50
89
65
47
31
39
71
64
14
86
69
91
63
33
86
57
94
39
63
42
36
11
80
47
83
87
78
37
82
18
25
24
13
40
73
79
46
90
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20
68
56
99
41
48
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77
58
15
88
55
53
10
88
89
75
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98
23
85
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26
27
58
52
93
48
52
30
35
16
92
66
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44
87
50
90
70
51
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81
70
54
60
49
24
55
792
294
292
282
309
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108
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156
110
267
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164
162
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268
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338
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239
106
315
178
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385
282
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384
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162
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345
124
335
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287
233
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491
326
242
176
107
102
294
168
143
129
125
398
401
371
134
102
190
122
276
128
316
247
387
155
158
310
181
113
350
341
140
100
103
269
311
148
435
254
112
138
258
107
295
109
750
727
146
187
122
144
392
116
328
205
278
114
281
145
253
754
262
492
235
189
141
317
367
742
139
761
361
265
325
734
179
118
100
333
135
271
313
312
283
709
175
303
708
180
130
755
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311
108
337
131
358
154
193
360
245
129
159
290
277
111
306
369
298
301
144
305
300
293
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167
284
104
751
121
340
137
101
741
304
759
156
303
291
240
285
256
306
302
343
320
274
131
123
304
126
323
286
728
314
136
474
164
141
353
356
275
101
264
330
299
154
314
173
712
318
260
121
232
123
177
477
127
339
434
763
736
355
752
143
257
199
160
105
317
285
738
737
157
192
375
373
374
400
204
132
331
494
151
174
740255
172
155
152
105
365
119
307
758
493
133
263259
149
195
161
753
185
109
150
364
329
152
389
261
326
372
170
147
346
135
399
473
352
368
321
270
475
171
145
273
733
305
196
319
165
359
237
113
726
349
272
315
138
332
241
153
431
158
288
132
725
163
115
746
344
146
383
747388
390
735
476
336
194
327
120
115
120
743
125
437
117
299
244
134
198
289
348
279
142
251
286
118
266
139
370
324
191
140
148
127
322
142
342
357
308
281
159
166
136
760310
362
137 351
246
280
200
312
250
243
169
206
197
363
130
149
334
397
744
366
313
184
202
153
201
391
45
386
182
128
163
124
160
186
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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S
PALO
S VE
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S DR
W
VIA CORONEL
*****
PASE
O DEL
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VIA ZURITA
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RN
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VIA LOPEZ
ADDI
SON
RD
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VIA VISALIA
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TRAILRIDERS DR
BEECHFIELD DR
ESPINO
SA CIR
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LA C
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PASEO LA CRESTA
VIA
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DIL
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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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
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VIA
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RN
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Z
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VIA DEL MONTE
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LO
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MO
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MAR
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SPR
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CR
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RD
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GR
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RD
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VIA ARCO
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RES
TA
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WH
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TON
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D
RINCON LN
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VIA M
AR
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Z
VIA GUADALANA
MOSSBANK DR
NOVATO PL
VIA P
ANORAMA
UPPE
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RREL
W
PASEO DEL SOL
ARCO PL
GROVEOAK PL
VIA
MIR
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BEECHFIELD DR
VIA BALBOA
ESPIN
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CIR
VIA ELEVADO
VIA CHISPAS
EL PORTAL
PASEO DEL MAR
VUELTA PL
VIA MATEO
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CLINT PLCATALUNA PL
VISA
LIA
LN
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FER
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AMBERGATE DRFINECREST DR
GAT
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PL
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PUNT
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SANDBROOK DRC
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PL
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*****
PASEO DEL SOL
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VIA MARGARITA
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VIA SONOMA
*****
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VIA ARR
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728
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783
800
713
802
644
741
651
776
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941
914
909
908
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151
972
757
912
672
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976
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832
179
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679
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919
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812
761
770
817
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737
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150
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705
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727
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830
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632
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163
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777
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676
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889
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794
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767
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633
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171
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670
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143
166
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177
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782
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1060
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1041
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1007
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1064
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1006
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1000
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1044
1014
1057
1015
1008
1055
1063R A N C H O P A L O S V ER A N C H O P A L O S V E
35 39217 219218 178
768
765
780
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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 2
QUICKMAINTENANCE
RATING(QMR)
ENCLOSURE 3:
• Quick Structural Rating Report Priority List
• Quick Structural Rating Map
Item No. QSR Start MH End MH Street Observation: Location Proposed Corrective Method Length of
Repair (FT)1 5143 1491-0639 1491-0638 EASEMENT/ VIA BARCELONA Broken and fractures: 140'; multiple fractures
and cracksLining: MH to MH 343
2 5141 1491-0167 1491-0166 PASEO LUNADO Broken: 72' Structural integrity in tact. No action needed. -3 5122 1491-0424 1491-0174 VIA ANACAPA Hole with soil visible: 175' Linining: MH to MH 1964 5100 1491-0174 1491-0173 VIA ANACAPA Hole with soil visible: 102' Structural integrity in tact. No action needed. -5 4300 1491-0031 1491-0035 EASEMENT// CHELSEA RD Broken and fractures:157' Lining: MH to MH 1896 4131 1491-0163 1491-0162 VIA PACHECO Fractures: 65', 86' Structural integrity in tact. No action needed. -7 4121 1491-0457 1491-0456 EASEMENT/ VIA VICTORIA Fracture multiple : 279' Structural integrity in tact. No action needed. -8 4121 1491-0154 1491-0155 VIA PACHECO Hole with concrete visible (repair patch): 32' Structural integrity in tact. No action needed. -9 4111 1544-0823 1544-0825 VIA ACALONES Hole at base of MH 1544-0823; concrete pipe CSMD will repair MH base. Lining: MH to MH 17210 4100 1491-0303 1491-0302 VIA ZUMAYA Broken MH base (1491-0302) CSMD will repair MH base. -
ENCLOSURE 3 QUICK STRUCTURAL RATING REPORT PRIORITY LIST
as of 07/24/07 CITY OF PALOS VERDE ESTATES (Y0TV0607D)
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
R A N C H O P A L O S V E R D E SR A N C H O P A L O S V E R D E S
****
*
VIA
RI V
ER
A
PALOS VERDES DR W
VIA ZUMAYA
VIA OLIVER
A
VIA CAR
RILLO
CHELSEA RD
VIA
CA
STI
LLA
VIA
VICT
ORIA
VIA ALVARADO
GO
LDE
N M
EA
DO
W D
R
YARMOUTH RD
VIA ANACAPA
PASEO LUNADO
PASE
O DEL
MAR
VIA
PAC
HEC
O
VIA BANDINI
VIA ROMERO
CREST RD
AVENIDA MIROLA
VIA NEVE
VIA
VAL
DE
S
VIA SOLAVIA BARRI
VIA AMADOR
VIA
BU
ENA
VIA CORONEL
VIA
BO
RIC
A
VIA SANCHEZ
TYBURN RD
THO
RLE
Y RD
VIA
AS
TUR
I AS
VIA
DE
LA G
UER
RA
ALIDA PL
OAKLEY R
D
VIA ESTUDILLO
VIA
PENA
VIA
AN
DR
ES
VIA SEGOVIA
VIA
BA
RC
ELO
NA
ROCKY POIN
T RD
VICTO
RIA PL
VIA DAVALOS
VIA ESTRADA
VIA VENTANA
VIA MIGUEL
VIA GALICIA
MARGUERITE DR
AVENIDA ELEGANTE
LA CO
STA PL
RUE GODBOUT
VIA MIROLA
THORLEY PL VIA FORTUNA
RIVERA P
L
VIA PALESTRA
VIA CHELSEA RD
VIA GOLETA
CL
DE
SUEN
OS
ROCKY POINT PL
VIA OLEADAS
AVE
NID
A A
NIL
LO
LUNADA BAY PZ
ZORILLO PL
TYBURN RD
*****
VIA RIVER
A
*****
VIA RIVERA
VIA PACHECO
VIA BORICA
*****
VIA
AN
AC
AP
A
VIA
ANAC
APA
*****
****
*
PASEO LUNADO
VIA
RO
MER
O
*****
*****
PALOS VERDES DR W
VIA
VIC
TOR
IA
PASEO DEL MAR *****
VIA PACHECO
VIA
BUEN
A
2
64
3
8
9
7
5
6759
78
35
45
74
23
95
33
54
22
81
34 43
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76
2117
62
69
32
99
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29
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56
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28
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50
31
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57
39
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20
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291
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438430
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174
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427
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228428
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110
267
151 249
177
607
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162
203
150
748
268
412
501
229
172
226
284
199
338
116252
347112
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248
354
239
717
315
106
293
442
436
385
587
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604
496
500
282
610
384
210
662
418
216
705
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345
609
335
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133
681
233
194
326
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107
102
196189
294
192
129
437
398
401
371
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276
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387
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222
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350
297
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262
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313
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557
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104
212
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108
307
287
381
586
337
358
564
300
506
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245
459
209
277
111
309
369
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767
510
637
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432
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121
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340
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639
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303
179
240
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411
302
343
395
320
274
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200
131
508
408
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768
126
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286
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677
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101
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299
443
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221
154
314
215
712
318
260
232
170
123
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376
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263
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399
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606
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368
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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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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P A L O S V E R D E S E S T A T E SP A L O S V E R D E S E S T A T E S
RA
NC
HO
PA
LO
S V
ER
DE
SR
AN
CH
O P
AL
OS
VE
RD
ES
****
*
PASE
O D
EL M
AR
PALO
S VE
RDE
S DR
W
VIA
CO
RO
NEL
VIA OLIVERA
VIA
PACH
ECO
VIA
ZUR
ITA
DALTO
N RD
YARMOUTH RD
VIA RIVERA
CLOYDEN RD
GO
LDE
N M
EA
DO
W D
R
ADDI
SON
RD
CHELSEA RD
VIA ROMERO
EPPING RD
VIA
BORO
NADA
VIA CARRILLO
VIA
LO
PEZ
VIA
ESTU
DIL
LO
VIA
LEON
VIA LANDETAVI
A AN
ACAP
A
CHISWICK RD
THO
RLEY
RD
ESPINOSA CIRMAR
GATE R
DVIA SANCHEZ
VIA
AMAD
OR
RICO P
L
VIA
MA
CH
AD
O
PASEO LA CRESTA
APSLEY RD
AVON RD
VIA BANDINI
VIA
GAR
FIAS
ROCKY POIN
T RD
VIA DAVALOS
VIA CURVA
VIA MARGATE
VIA VENTANA
CLOYDEN SQ
VIA
CA
STI
LLA
VIA MIROLA
NOYA PL
THORLEY PL VIA FORTUNA
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ROCKY POINT PL
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91
63
33
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36
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LegendSMD sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDATE ATTENTION
SMD Manholes!U Other
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Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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VIA
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R A N C H O P A L O S V E R D ER A N C H O P A L O S V E R D E
45
182
186
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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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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
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ISA
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UPPE
R BA
RREL
W
PASEO DEL SOL
ARCO PL
VIA
MIR
ADA
MOSSBANK DR
ESPIN
OS
A C
IR
VIA LANDETA
VIA BALBOA
HYTE RD
VIA A
RR
IBA
VIA CHISPAS
GROVEOAK PL
EL PORTAL
VUELTA PL
VIA MATEO
VIA CO
NEJO
CATALUNA PL
VISA
LIA
LN
PASEO DEL MAR
GA
TOS
PL
VIA S
OBRANTE
PUNT
A PL
WO
OD
FER
N D
R
SANDBROOK DRC
ATA
LUN
A S
Q
CORO
NEL PZ
MONTEMALAGA PZ
MONTEMALAGA DR
LA C
RE
S TA
PL
GRA
NVIA
ALT
AMIR
A
*****
*****
VIA MARGARITA
*****
VIA SONOMA
*****
*****
PASEO DEL SOL
26
3336 3435 37
45
4439 42414038 43
78
499
498
502
501
294
292
282
278
279
276
441
273
261
507509
510
266
271
852
847
268
337
452
659
877
872
295
342
157
897
459
336
264
188
386
444
270
365665
870
405
426
339
863
893
471
340
355
466
287
376
395
483
691
964
364
216
338
684
400
865
468
346
686
660
403
467
464
220
274
375
366
187
447
843
388
484
898
661
189
455
269
362
378
500
456
387
297
458
262
462
377
846
283
688
217
902
130
331
440
131
851
332
379
193
868
463
667
682
290
296
896
272
368
410
371
481
878
855
866
446
293
685
687
284
344
429
460
137
857
662
333
156
291
859
862
427
402
860
461
374
858
900
394
849
465
854
867
508
219
347
385
373
215218
398
354
341
363
428
504
225
844
890
512
160
285 265
892
275
192
361
396
853
151
382
277
692
155
478
221
389
334
397
133
359404
401
185
503
664
511
506
451
357
335
367
360
208
158
263
288
132
856
899
370
222
457
194
470
345
399
380
391
445
381
666
689
289
482
356
267
430
286
901
480
191
453
663
393
873
343
207
281
159
383358
280
540
850
895
454
864
469
206
390
848
348
683
369
869
505
845
184
791
678
681
722
984
693
169
778
977
997
821
904
838
978
994
793
649
721
982
788
146
720
730
834917
658
695
947
833
704
750
792
680
756
771
743
871
635703
729
825
995
916
735
738
758
861
801
647
178
701
639
749
810
709
631
144
145
653
669
796
816
634
946
822
906
835
674
174
836
747
764
158
913
655
165
814
725
779
785
711
167
839
798
753
823
808
710
734
696
790
675
739
638
915
772
715
986
646
775
903
829
157
733
147
162
888
907
677673
769
716
714
922
740762
781819
748
942
920
707
181
806
697
723
637
648
803
981
719
702
804
786
951
763
958
809
840
724
718
948
168
122
918
745
728
928
783
800
713
802
644
741
651
776
751
941
914
909
908
980
151
972
757
912
672
990
976
949
832
179
706
679
642
944
744
919
973
812
761
770
817
811
807
737
699
988
970831
766
636
842
746
694
797
940
742
700
773
650
149
654
910
643
755
752
180
774
987
921
818
989
826
712
999
175
705
974
727
837
799
731
164
830
690
934
657
784
632
805
163
905
777
813
676
971
985
754
726
732
933
841
794
767
827
633
768
671
171
983
815
670
789
911
787
641
894
652
656
824
698
640
943
143
166
795
945
152
760
148
782
668
736
828
708
820
717
161
996
645
952
759
142
1060
1054
1005
1050
1041
1051
1003
1062
1052
1056
1053
1001
1002
1061
1004
1046
1048
1059
1049
1047
1007
1013
1010
1064
1042
1006
1043
1000
1009
1058
1044
1014
1057
1015
1008
1055
1063
182
372
186
384
765
780
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
Y0TV0607D
CCTV PROJECT
NOVEMBER 2009
Supervisorial District 4Palos Verdes Estates
P
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts. Los Angles County expressly disclaims any liabilityfor any inaccuracies which may be present in thismap. Data contained in this map is produced in whole or part from the Thomas Bros. Maps® digital database. This map is copyrighted, and reproducedwith permission granted, by Thomas Bros. Maps®.All rights reserved.
O0 270 540 810 1,080
Feet
Y0TV0607D
ENCLOSURE 3
QUICKSTRUCTURAL
RATING(QSR)
ENCLOSURE 4:
Infrastructure Inspection Reports for Grades 4 and 5
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
06/18/2007 YOTV0607D Dry Gilbert Contreras 547 79949
227.00 LACDPW Palos Verdes Estates 06/15/2007 Jetting 1491
VIA ZUMAYA
PVE
Light Highway
Not Controlled
G312-022
1491-0303
1491-0302
164.4 ft
Routine Assessment
Sanitary
0302/1491-0303/1491
Circular 8"Vitrified Clay Pipe Pipe Length:
1:375 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:41 5491Manhole, within 8 inch: NO, Remarks: Downstream, Survey Begins
5.00 00:02:43 5492 M 2Water Level, 5 %, within 8 inch: NO
110.00 00:05:25 5493Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
164.40 00:07:31 5494 S 4Broken, from 2 to 5 o'clock, within 8 inch: NO
164.40 00:08:31 5495Manhole, within 8 inch: NO, Remarks: Buried, Upstream Survey E
1491-0303
1491-0302
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 2100 4 2 6 4 2 3
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
05/21/2007 YOTV0607D Dry Gilbert Contreras 428 76614
205.00 LACDPW Palos Verdes Estates 05/18/2007 Jetting 1544
VIA ACALONES
Palos Verdes Estates
Light Highway
Not Controlled
G312-003
1544-0823
1544-0825
172.5 ft
Routine Assessment
Sanitary
0825/1544-0823/1544
Circular 8"Vitrified Clay Pipe Pipe Length:
1:400 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:01:23 3884Manhole, within 8 inch: NO, Remarks: Downstream #1544-0823, Su
1.00 00:02:32 3885 S 4Hole, from 1 to 3 o'clock, within 8 inch: YES
1.00 00:03:19 3886 S 1Joint Offset Medium, within 8 inch: YES
6.00 00:04:05 3887 M 2Water Level, 5 %, within 8 inch: NO
26.50 00:04:47 3888 M 1Alignment Left, within 8 inch: NO
170.40 00:09:20 3889Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
172.20 00:09:44 3890Roots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES
172.50 00:10:51 3891Manhole, within 8 inch: NO, Remarks: Upstream, Survey Ends
1544-0823
1544-0825
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4111 2111 5 3 8 2.5 1.5 2
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/13/2007 YOTV0607D Dry Gilbert Contreras 773 80125
236.00 LACDPW PALOS VERDESESTATES
07/12/2007 Jetting 1491
VIA PACHECO
PVE
Light Highway
Not Controlled
G312-038
1491-0154
1491-0155
222.8 ft
Routine Assessment
Sanitary
0154/1491-0155/1491
Circular 10"Vitrified Clay Pipe Pipe Length:
1:500 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:45 7488Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins
6.00 00:02:05 7489 M 2Water Level, 10 %, within 8 inch: NO
8.10 00:02:33 7490Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
8.10 00:02:56 7491 S 2Fracture Circumferential, from 3 to 6 o'clock, within 8 inch: YES
18.40 00:03:53 7492Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
29.70 00:04:47 7493Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
31.90 00:05:45 7494Repair Patch, from 9 to 2 o'clock, within 8 inch: NO, Remarks: repair
31.90 00:06:12 7495 S 4Fracture Multiple, from 2 to 1 o'clock, within 8 inch: NO
60.70 S1 00:07:44 7496 M 2Water Level Sag, 25 %, within 8 inch: NO, Start
108.30 00:09:39 7497Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
119.90 F1 00:10:13 7498 M 2Water Level Sag, 25 %, within 8 inch: NO, End
120.10 00:10:35 7499 M 2Water Level, 15 %, within 8 inch: NO
140.20 00:11:23 7500 M 2Water Level, 10 %, within 8 inch: NO
156.80 00:12:14 7501Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
174.40 00:13:13 7502Tap Factory Capped, at 3 o'clock, 6", within 8 inch: NO
211.40 00:14:47 7503Roots Fine Joint, from 8 to 4 o'clock, within 8 inch: YES
222.80 00:15:57 7504Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends
1491-0154
1491-0155
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2500 6 10 16 3 2 2.29
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
06/21/2007 YOTV0607D Dry Gilbert Contreras 596 79880
285.00 LACDPW PALOS VERDESESTATES
06/20/2007 Jetting 1491
0
PVE
Easement/Right of Way
Not Controlled
G312-025
1491-0457
1491-0456
292.3 ft
Routine Assessment
Sanitary
0457/1491-0456/1491
Circular 8"Vitrified Clay Pipe Pipe Length:
1:675 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:42 5881Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins
5.00 00:01:39 5882 M 2Water Level, 5 %, within 8 inch: NO
9.60 00:02:16 5883 S 1Joint Offset Medium, within 8 inch: YES
13.60 00:02:47 5884 M 1Alignment Right, within 8 inch: NO
13.80 00:03:17 5885 S 1Joint Offset Medium, within 8 inch: YES
15.00 00:03:57 5886Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
38.60 00:04:48 5887Tap Factory Active, at 3 o'clock, 4", within 8 inch: NO
172.90 00:07:44 5888Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
174.50 00:08:13 5889Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
175.70 00:08:52 5890Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
175.70 00:09:13 5891 M 1Roots Fine Lateral, at 3 o'clock, within 8 inch: NO
177.20 00:10:05 5892 S 2Fracture Circumferential, from 2 to 6 o'clock, within 8 inch: YES
177.20 00:10:53 5893Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
278.60 00:14:07 5894 S 4Fracture Multiple, from 7 to 6 o'clock, within 8 inch: NO
278.60 00:14:36 5895 M 2Roots Fine Barrel, from 4 to 6 o'clock, within 8 inch: NO
292.30 00:16:01 5896Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends
1491-0457
1491-0456
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4121 2212 8 6 14 2 1.5 1.75
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/10/2007 YOTV0607D Dry Gilbert Contreras 726 80137
280.00 LACDPW PALOS VERDESESTATES
07/09/2007 Jetting 1491
VIA PACHECO
PVE
Light Highway
Not Controlled
G312-035
1491-0163
1491-0162
259.1 ft
Routine Assessment
Sanitary
0163/1491-0162/1491
Circular 10"Vitrified Clay Pipe Pipe Length:
1:600 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:34 7016Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins
6.00 00:01:41 7017 M 2Water Level, 20 %, within 8 inch: NO, Remarks: due to pump station
50.30 00:03:11 7018 M 2Water Level, 10 %, within 8 inch: NO
62.70 00:04:03 7019 S 3Crack Multiple, from 3 to 1 o'clock, within 8 inch: YES
63.70 00:04:47 7020Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
64.80 S1 00:05:18 7021 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, Start
70.30 F1 00:05:57 7022 S 2Fracture Circumferential, from 3 to 9 o'clock, within 8 inch: YES, End
85.60 00:06:57 7023 S 4Fracture Multiple, from 2 to 1 o'clock, within 8 inch: YES
122.90 00:08:54 7024Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
145.90 00:10:20 7025Tap Factory Active, at 12 o'clock, 6", within 8 inch: NO
186.00 00:12:06 7026Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
201.10 00:13:04 7027Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
257.70 00:15:13 7028Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
259.10 00:15:50 7029Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends
1491-0163
1491-0162
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4131 2200 11 4 15 2.75 2 2.5
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/18/2007 YOTV0607D Dry Gilbert Contreras 781 80326
191.00 LACDPW PALOS VERDESESTATES
07/17/2007 Jetting 1491
0
PVE
Easement/Right of Way
Not Controlled
G312-039
1491-0031
1491-0035
189.1 ft
Routine Assessment
Sanitary
0035/1491-0031/1491
Circular 8"Vitrified Clay Pipe Pipe Length:
1:425 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:43 7613Manhole, within 8 inch: NO, Remarks: Downstream Survey Begins
5.00 00:02:22 7614 M 2Water Level, 5 %, within 8 inch: NO
15.40 00:03:06 7615Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
25.50 S1 00:03:55 7616 M 1Alignment Left, 5 %, within 8 inch: NO, Start
35.80 F1 00:04:37 7617 M 1Alignment Left, 5 %, within 8 inch: NO, End
41.30 00:05:25 7618Roots Fine Joint, from 5 to 1 o'clock, within 8 inch: YES
78.40 00:06:56 7619Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
107.00 00:07:44 7620 M 1Alignment Left, 10 %, within 8 inch: NO
114.00 00:08:36 7621Tap Break-in Active, at 3 o'clock, 4", within 8 inch: NO
119.80 00:08:58 7622 M 1Alignment Right, 5 %, within 8 inch: NO
145.60 00:10:00 7623 M 1Alignment Left, 5 %, within 8 inch: NO
157.30 S2 00:12:40 7624 S 4Fracture Multiple, from 2 to 8 o'clock, within 8 inch: YES, Start
157.30 00:13:14 7625 S 4Broken, from 5 to 7 o'clock, within 8 inch: NO
157.30 00:13:40 7626 S 4Deformed, 10 %, within 8 inch: NO
157.30 00:14:07 7627 M 4Roots Medium Barrel, from 7 to 1 o'clock, 20 %, within 8 inch: NO
159.30 00:16:04 7628 M 2Roots Fine Barrel, from 7 to 6 o'clock, within 8 inch: NO
160.00 F2 00:16:45 7629 S 4Fracture Multiple, from 2 to 8 o'clock, within 8 inch: YES, End
166.10 00:17:28 7630Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES
176.10 00:18:16 7631Roots Fine Joint, from 2 to 5 o'clock, within 8 inch: YES
182.80 00:18:57 7632Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
189.10 00:19:46 7633Manhole, within 8 inch: NO, Remarks: Upstream Survey Ends
1491-0031
1491-0035
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4400 4122 16 13 29 4 1.63 2.42
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/11/2007 YOTV0607D Dry Martin Garcia 1290 80151
170.00 LACDPW PALOS VERDE ESTATES 07/06/2007 Jetting
VIA ANACAPA
PVE
Light Highway
Not Controlled
M313-021
1491-0174
1491-0173
149.2 ft
Routine Assessment
Sanitary
Circular 8"Vitrified Clay Pipe Pipe Length:
1:350 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:34 13292Manhole, within 8 inch: NO, Remarks: UPSTREAM MH 1491-0174-SUR
6.20 00:02:15 13293Roots Fine Joint, from 5 to 7 o'clock, within 8 inch: YES
11.50 00:03:34 13294Roots Fine Joint, from 7 to 9 o'clock, within 8 inch: YES
13.80 00:04:02 13295 M 2Water Level, 5 %, within 8 inch: NO
27.00 S1 00:04:35 13296Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
59.70 00:06:06 13297Tap Factory Active, at 9 o'clock, 6", within 8 inch: NO
59.70 00:06:31 13298 M 4Roots Ball Lateral, at 9 o'clock, 75 %, within 8 inch: NO
87.60 F1 00:23:31 13299Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
102.70 00:24:14 13300, b S 5Hole Soil Visible, from 12 to 1 o'clock, within 8 inch: YES
113.00 00:25:03 13301Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
118.10 00:25:39 13302Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
149.20 00:27:11 13303Manhole, within 8 inch: NO, Remarks: DOWNSTREAM MH 1491-0173-S
1491-0174
1491-0173
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5100 4121 5 6 11 5 3 3.67
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/10/2007 Dry Martin Garcia 1421 80154
267.00 YOTV0607D Palos Verde Estates Jetting
VIA ANACAPA
PVE
Light Highway
Not Controlled
M315-004
1491-0424
1491-0174
196.2 ft
Routine Assessment Circular 8"Vitrified Clay Pipe Pipe Length:
1:450 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:35 14785Manhole, within 8 inch: NO, Remarks: UPSTREAM MH 1491-0424-SUR
6.00 00:01:27 14786 M 2Water Level, 5 %, within 8 inch: NO
60.60 00:03:30 14787 S 2Fracture Circumferential, from 5 to 7 o'clock, within 8 inch: YES
102.90 00:05:24 14788Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
102.90 00:05:46 14789 M 3Roots Medium Lateral, at 3 o'clock, 30 %, within 8 inch: NO
110.60 00:06:20 14790Roots Fine Joint, from 7 to 8 o'clock, within 8 inch: YES
115.70 00:07:03 14791Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
146.60 00:08:14 14792Roots Fine Joint, from 5 to 9 o'clock, within 8 inch: YES
157.20 00:09:02 14793Roots Fine Joint, from 4 to 5 o'clock, within 8 inch: YES
167.60 00:09:35 14794Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
172.60 00:10:20 14795Roots Fine Joint, from 4 to 8 o'clock, within 8 inch: YES
173.90 00:10:58 14796Tap Factory Active, at 3 o'clock, 6", within 8 inch: NO
173.90 00:11:25 14797 M 3Roots Medium Lateral, at 3 o'clock, 40 %, within 8 inch: NO
175.30 00:12:22 14798, b S 5Hole, from 9 to 1 o'clock, within 8 inch: YES
175.30 00:12:50 14799 S 2Fracture Circumferential, from 12 to 3 o'clock, within 8 inch: YES
196.20 00:14:17 14800Manhole, within 8 inch: NO, Remarks: DOWNSTREAM MH 1491-0174-S
1491-0424
1491-0174
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5122 3221 9 8 17 3 2.67 2.83
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
07/10/2007 YOTV0607D Dry Gilbert Contreras 722 80140
42.00 LACDPW PALOS VERDESESTATES
07/09/2007 Jetting 1491
PASEO LUNADO
PVE
Yard
Not Controlled
G312-035
1491-0167
1491-0166
73.4 ft
Routine Assessment
Sanitary
0167/1491-0166/1491
Circular 10"Vitrified Clay Pipe Pipe Length:
1:175 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:46 6995Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins
2.00 00:02:17 6996 M 2Water Level, 10 %, within 8 inch: NO
72.40 00:05:13 6997 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: NO
72.40 00:06:04 6998, b S 5Broken, from 10 to 2 o'clock, within 8 inch: NO
73.40 00:07:06 6999Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends
1491-0167
1491-0166
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 2100 9 2 11 4.5 2 3.67
YOTV0607D1788 N. Neville St Orange, Ca 92865
Tel: (714) 639.8352, Fax: (714)283.8578
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::
06/15/2007 YOTV0607D Dry Gilbert Contreras 537 79616
226.00 LACDPW PALOS VERDESESTATES
06/14/2007 Heavy Cleaning 1491
0
PVE
Easement/Right of Way
Not Controlled
G312-021
1491-0639
1491-0638
343.4 ft
Routine Assessment
Sanitary
0639/1491-0638/1491
Circular 10"Vitrified Clay Pipe Pipe Length:
1:775 position observation MPEG photo grade
Y0TV0607D.mdb // page: 1
0.00 00:00:33 5405Manhole, within 8 inch: NO, Remarks: Upstream Survey Begins
0.00 00:00:53 5406 M 2Water Level, 10 %, within 8 inch: NO
1.30 S1 00:01:43 5407Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, Start
46.90 F1 00:3:10 5408Roots Fine Joint, from 7 to 5 o'clock, within 8 inch: YES, End
68.60 00:04:02 5409 S 1Crack Circumferential, from 2 to 5 o'clock, within 8 inch: YES
78.50 00:04:55 5410 S 2Fracture Circumferential, from 2 to 1 o'clock, within 8 inch: YES
113.90 S2 00:06:16 5411Roots Fine Joint, at 1 o'clock, within 8 inch: YES, Start
139.60 S3 00:07:27 5412 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, Start
141.70 00:08:14 5413, b S 5Broken, from 3 to 9 o'clock, within 8 inch: NO
144.80 F3 00:09:04 5414 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES, End
175.50 S4 00:10:20 5415 S 3Crack Multiple, from 6 to 1 o'clock, within 8 inch: YES, Start
232.40 00:12:48 5416Roots Medium Joint, from 8 to 4 o'clock, 40 %, within 8 inch: YES
233.50 00:16:11 5417 S 2Fracture Circumferential, from 7 to 6 o'clock, within 8 inch: NO
324.20 00:22:01 5418 S 4Fracture Multiple, from 7 to 5 o'clock, within 8 inch: YES
339.10 00:23:15 5419 S 2Fracture Circumferential, from 2 to 5 o'clock, within 8 inch: YES
339.10 F2 00:23:41 5420Roots Fine Joint, at 1 o'clock, within 8 inch: YES, End
339.10 F4 00:24:02 5421 S 3Crack Multiple, from 6 to 1 o'clock, within 8 inch: YES, End
343.40 00:25:10 5422Manhole, within 8 inch: NO, Remarks: Downstream Survey Ends
1491-0639
1491-0638
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5143 2100 30 2 32 3 2 2.91