COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS "To Enrich Lives Through Effective and Caring Service" GAIL FARBER, Director 900 SOUTH FREMONT AVENUE ALHAMBRA, CALIFORNIA 91803-1331 Telephone: (626) 458-5100 http://dpw.lacounty.gov ADDRESS ALL CORRESPONDENCE TO: P.O. BOX 1460 ALHAMBRA, CALIFORNIA 91802-1460 IN REPLY PLEASE REFER TO FILE: S M-1 July 13, 2009 Mr. Al Cablay Director of Public Works City of Pico Rivera 6615 Passons Boulevard Pico Rivera, CA 90660 Attention Mr. Romeo Ligason Dear Mr. Cablay: CONSOLIDATED SEWER MAINTENANCE DISTRICT CONDITION ASSESSMENT PROGRAM REPORT PROJECT YOTV0607C This letter is to inform you that 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 289,264 feet or approximately 50.6 percent of the City of Pico Rivera's sewer system. The enclosed report outlines the structural and maintenance ratings of your system based on the Pipeline Assessment and Certification Program's rating methodology. Included in the report are the following: • Condition Assessment Report • Project Overview Map (Enclosure 1) • Quick Maintenance Rating Report Priority List and Quick Maintenance Rating Map (Enclosure 2) • Quick Structural Rating Report Priority List and Quick Structural Rating Map (Enclosure 3) • Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
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COUNTY OF LOS ANGELES Rivera/Pico Rivera... · Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance ratings of your system based on industry
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COUNTY OF LOS ANGELES
DEPARTMENT OF PUBLIC WORKS"To Enrich Lives Through Effective and Caring Service"
GAIL FARBER, Director
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
IN REPLY PLEASE
REFER TO FILE: S M-1July 13, 2009
Mr. Al CablayDirector of Public WorksCity of Pico Rivera6615 Passons BoulevardPico Rivera, CA 90660
Attention Mr. Romeo Ligason
Dear Mr. Cablay:
CONSOLIDATED SEWER MAINTENANCE DISTRICTCONDITION ASSESSMENT PROGRAM REPORTPROJECT YOTV0607C
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 289,264 feet orapproximately 50.6 percent of the City of Pico Rivera's sewer system.
The enclosed report outlines the structural and maintenance ratings of your systembased on the Pipeline Assessment and Certification Program's rating methodology.Included in the report are the following:
• Condition Assessment Report
• Project Overview Map (Enclosure 1)
• Quick Maintenance Rating Report Priority List and Quick Maintenance RatingMap (Enclosure 2)
• Quick Structural Rating Report Priority List and Quick Structural Rating Map(Enclosure 3)
• Infrastructure Inspection Reports for Grades 4 and 5 (Enclosure 4)
Mr. Al CablayJuly 13, 2009Page 2
The Condition Assessment Report provides details regarding the maintenance andstructural condition of your City's sewer mainlines. This information can be included inyour agency's Sewer System Management Plan as a reference in Chapter 8.0 SystemEvaluation and Capacity Assurance Plan. The segments with critical maintenanceissues have been cleaned and, in some instances, incorporated into our routinecleaning schedule. In addition, the segments with severe structural defects have eitherbeen repaired or will be scheduled for repair as part of the ongoing AccumulativeCapital 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. to 4 p.m., or at rswartz dpw.lacountv.qov.
CONDITION ASSESSMENT REPORT COUNTY OF LOS ANGELES DEPARTMENT OF PUBLIC WORKS
CONSOLIDATED SEWER MAINTENANCE DISTRICT PROJECT NAME: Y0TV0607C PROJECT MGR: Fernando Villaluna PROJECT DATE: 01/07/07 – 04/07/07 CONTACT NO: (626) 300-3380 SUP. DISTRICT(s): 1 MAP PAGE(S): 1970, 1971, 2023, 2024 Report By: Phyo Kyaw Report Date: 06/30/09 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 289,264 feet or approximately 50.6 percent of the City of Pico Rivera’s sewer system. The Sewer Condition Assessment Program utilizes the Pipeline Assessment and Certification Program (PACP) Quick Rating methodology to rank the structural and maintenance ratings of your system based on industry standards. PROJECT AREA AND DESCRIPTION Project Y0TV0607C included sewer lines located in Unincorporated County of Los Angeles area and the City of Pico Rivera. 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 requires 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
Has failed or will likely fail within the next 5 years
MAINTENANCE REPORT Our inspection revealed that approximately 94.1 percent of the system televised was free of blockages or restrictions that would impede sewer flows. However, the remaining 5.9 percent of the inspected pipe segments within the City of Pico Rivera 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.
TOTAL 289,264 100.0 1,264 STRUCTURAL REPORT Our inspection revealed that approximately 93.5 percent of the inspected pipe segments within the City of Pico Rivera were free of severe structural defects. However, the remaining 6.5 percent of the inspected pipe segments had a PACP structural grade of 4 or 5 as indicated in the Quick Structural Rating Table shown below. These segments have been placed on a priority list based on the severity and the need for action. For Items 1 through 72 in the Quick Structural Rating Report Priority List (Enclosure 3) which require a corrective action, the proposed corrective method will be scheduled in the next 24 months as part of the ongoing Accumulative Capital Outlay Project. A color-coded map showing the Quick Structural Rating for each pipe segment is located in Enclosure 3. Copies of the actual inspection reports for these 72 segments are included in Enclosure 4.
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 Pico Rivera according to the following schedule.
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 650 1,300 1,950 2,600
Feet
Y0TV0607C
PROJECT OVERVIEW MAP
ENCLOSURE 2:
• Quick Maintenance Rating Report
Priority List • Quick Maintenance Rating Map
Item No. QMR Start MH End MH Street Observation Corrective Action Taken
1 5A43 2023-0815 2023-0814 ROSEMEAD BV Deposits; Camera underwater Hydrojet (completed 1/9/09)2 522U 2023-0394 2023-0812 SPEED WY Deposits; Grease Hydrojet (completed 1/8/09)3 522I 1971-0182 1971-0181 WARVALE ST Deposits Hydrojet (completed 3/25/09)4 5145 2023-0482 2023-0491 REICHLING LN Deposits; Camera underwater Hydrojet (completed 1/13/09)5 5144 2024-0325 2024-0324 REX RD Grease; Camera underwater Hydrojet (completed 1/14/09)6 5121 2024-0131 2024-0128 EASEMENT by HASTY and
WASHINGTONRoots Hydrojet (completed 3/25/09)
7 5121 2023-0138 2023-0139 PARAMOUNT BV Deposits Hydrojet (completed 1/9/09)8 5121 2024-0072 2024-0071 WASHINGTON BV Deposits Hydrojet (completed 3/30/09)9 5111 2024-0123 2024-0073 WASHINGTON BV High watermark No action needed.10 5100 2024-0073 2024-0072 WASHINGTON BV Deposits Hydrojet (completed 3/30/09)11 4533 2023-0278 2023-0479 REICHLING LN Grease; Camera underwater Hydrojet (completed 1/13/09)12 4314 2023-0272 2023-0487 EASEMENT by LINDSEY
and ROSEHEDGERoots Rodder (completed 1/9/09)
13 4300 2024-00CO 2024-0379 LINDELL AV Camera underwater Hydrojet (completed 1/14/09)14 4233 2023-0080 2023-0079 SANDLOCK ST Deposits; Roots Rodder (completed 1/14/09)15 4231 2024-0363 2024-0362 RIVERA RD Obstacle; Sag Hydrojet (completed 1/14/09)16 422L 2023-0028 2023-0027 REDBIRD DR Grease; Roots Rodder (completed 1/13/09)17 422B 1971-0109 1971-0110 INDUSTRY AV Debris; Deposits Hydrojet on a 2-month periodic (Last cleaned
5/15/09)18 4221 2023-0378 2023-0381 UNION ST R/W Camera underwater Hydrojet (completed 1/27/09)19 4211 2024-0291 2024-0290 CITRONELL AV Camera underwater Hydrojet (completed 1/21/09)20 4200 2024-0324 2024-0358 SERAPIS AV Camera underwater Hydrojet (completed 1/14/09)21 4200 2024-0382 2024-0381 RIVERA RD Camera underwater Hydrojet (completed 1/14/09)22 4200 2023-0585 2023-0600 EASEMENT by DICKY and
August 200745 412A 1970-0081 1970-0080 WASHINGTON BV Deposits Hydrojet (completed 4/2/09)46 4122 1971-0120 1971-0121 SLAUSON AV High watermark No action needed.47 4121 2024-0134 2024-0133 EASEMENT Roots Hydrojet (completed 6/10/09)48 4121 2024-0080 2024-0081 RUSHMORE ST Roots Hydrojet (completed 1/13/09)49 4121 2024-0311 2024-TRNK PASSONS BV Pipe alignment change No action needed.50 4121 2024-0074 2024-0073 WASHINGTON BV Deposits Hydrojet (completed 4/2/09)51 4121 2023-0501 2023-0499 EASEMENT Roots Rodder (completed 4/4/09)52 4121 2023-0700 2023-0699 CORD AV Roots Hydrojet (completed 1/14/09)53 411B 2023-0606 2023-0595 EASEMENT by CORD and
BALFOURRoots Rodder (completed 1/14/09)
54 4113 2024-0218 2024-0202 EGLISE AV Roots Hydrojet (completed 1/14/09)55 4100 2023-0465 2023-0479 DOWLING AV Obstacle Rodder (completed 1/14/09)56 4100 2024-0380 2024-0379 LINDELL AV Corrosion Hydrojet (completed 1/22/09)57 4100 2023-0587 2023-0586 DICKY ST Roots Hydrojet (completed 1/9/09)
ENCLOSURE 2QUICK MAINTENANCE RATING REPORT PRIORITY LIST
CITY OF PICO RIVERA (Y0TV0607C)as of 06/04/07
58 4100 2023-0622 2023-0623 CORD AV Camera underwater Hydrojet (completed 1/15/09)59 4100 2024-0107 2024-0108 PICO VISTA RD Camera underwater Hydrojet (completed 1/21/09)60 4100 2024-0096 2024-0107 PICO VISTA RD Camera underwater Hydrojet (completed 1/27/09)61 4100 2023-0606 2023-0605 BALFOUR ST Roots Hydrojet (completed 1/9/09)62 4100 2024-0111 2024-0110 HANEY ST Camera underwater Hydrojet (completed 1/21/09)63 4100 2024-0276 2024-0264 RIVERA RD Camera underwater Hydrojet (completed 1/22/09)64 4100 1971-EAST 1971-0125 SLAUSON AV Deposits Hydrojet (completed 3/25/09)65 4100 2024-0065 2024-TRNK WASHINGTON BV High watermark No action needed.66 4100 2023-0244 2023-0245 ROSEHEDGE DR Roots Hydrojet (completed 1/8/09)
Item No. QMR Start MH End MH Street Observation Required Corrective Action
1 422K 2023-0190 2023-0189 MINES AV Roots in lateral Laterals are homeowner's responsibility2 4211 2023-0528 2023-0529 EGLISE AV Roots in lateral Laterals are homeowner's responsibility3 4131 2023-0086 2023-0087 KELTONVIEW DR Roots in lateral Laterals are homeowner's responsibility4 412K 2023-0026 2023-0065 ALLEY between MARIS
and UNSERRoots in lateral Laterals are homeowner's responsibility
5 412J 1971-0237 1971-0236 SLAUSON AV Roots in lateral Laterals are homeowner's responsibility6 412H 2023-0096 2023-0097 CROSSWAY DR Roots in lateral Laterals are homeowner's responsibility7 4111 2023-0594 2023-0595 EASEMENT by DICKY
and CORDRoots in lateral Laterals are homeowner's responsibility
8 4100 2023-0324 2023-0325 LOCH ALENE AV Roots in lateral Laterals are homeowner's responsibility9 4100 2023-0583 2023-0596 EASEMENT by DICKY
and CORDRoots in lateral Laterals are homeowner's responsibility
The following line segments received a Quick Maintenance Rating of above 4000 due to the observation of Root Ball or Deposit inside the lateral connectionCSMD does not maintain lateral lines: it is the responsibility of the parcel owner to maintain their respective lateral lines to facilitate the flow of wastewater from their property to the mainline. Therefore, these lines were not included on the Prioirty List above identified with maintenance deficiencies in need of immediate attention by CSMD.
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W H I T T I E RW H I T T I E R
W H I T T IW H I T T I
C-2076
LegendSMD Sanitary SewersQMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2009Y0TV0607C_PRV_QMR.mdx
QUICKMAINTENANCE
RATING(QMR)
0 460 920 1,380 1,840
Feet
Supervisorial District 1City of Pico Rivera
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
CCTV PROJECT
Y0TV0607C
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214
333
144
116
250
121
352
613
539
164
265
198
109
165
124
203
122
209
234
123
329
262
546116
284
282
365
170
347
260
305
125
181
573
548
490
535
123
306
102
871
311
528
605
568
492
532
140
281
322
294
214
206
622336
130
114
372
576
299
542
108
324
254
W N E YW N E YS A N T A F E S P R I N G SS A N T A F E S P R I N G S
LegendSMD Sanitary SewersQMR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 2
JUNE 2009Y0TV0607C_PRV_QMR.mdx
QUICKMAINTENANCE
RATING(QMR)
0 620 1,240 1,860 2,480
Feet
Supervisorial District 1City of Pico Rivera
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
CCTV PROJECT
Y0TV0607C
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 5642 2024-0108 2024-0107 PICO VISTA RD Broken with soil visible: 5', 112', 204'; multiple
fractures and cracksLining: MH to MH 267
2 5241 2023-0200 2023-0199 MINES AV Broken with soil visible: 20', 63'; multiple fractures and cracks
Lining: MH to MH 340
3 5241 2024-0112 2024-0111 HANEY ST Broken with soil visible: 109', 224'; multiple fractures and cracks
Lining: MH to MH 330
4 5241 2024-0117 2024-0118 RIESHEL ST Broken with soil visible: 23', 76', 131', 208'; multiple fractures and cracks
Lining: MH to MH 300
5 5232 1970-0094 2023-0040 PARAMOUNT BV Broken with soil visible: 24' Lining: MH to MH 2256 5221 2023-0270 2023-0282 BRADHURST ST Broken and hole: 118' Lining: MH to MH 1257 5144 2023-0240 2023-0241 ROSEMEAD BV Broken with soil visible: 5', 37'; multiple fractures and
cracksLining: MH to MH 235
8 5143 2023-0223 2023-0216 BRIDGEVIEW AV Broken with soil visible: 231', 262'; multiple fractures and cracks
Lining: MH to MH 340
9 5142 2023-0085 2023-0086 KELTONVIEW DR Broken with soil visible: 32', 187'; multiple fractures and cracks
Lining: MH to MH 275
10 5142 2024-0116 2024-0117 RIESHEL ST Broken with soil visible: 61', 131', 214'; multiple fractures and cracks
Lining: MH to MH 295
11 5142 2024-0108 2024-0118 PICO VISTA RD Broken with soil visible: 133', 188', 249'; multiple fractures and cracks
Lining: MH to MH 266
12 5142 2024-0146 2024-0147 EASEMENT by HASTY and BERT
13 5141 2023-0376 2023-0377 ROSEMEAD BV Broken: 166'; multiple fractures and cracks Lining: MH to MH 31914 5141 2023-0408 2023-TRNK DURFEE AV Broken with soil visible: 6'; multiple fractures: 29' Breaks located at abandoned segment. No
action needed. 15 513F 2023-0101 2023-0100 BIRCHLEAF AV Broken with soil visible: 112'; multiple fractures and
cracksLining: MH to MH 127
16 5135 2024-0153 2024-0154 BERT ST Broken: 39'; multiple cracks Lining: MH to MH 32617 5134 2024-0330 2024-0329 BEQUETTE AV Broken with soil visible: 198' Structural integrity in tact. No action needed. 18 5132 2024-0144 2024-0143 EASEMENT by PICO VISTA
and NANBroken with soil visible: 85'; fractures and cracks Lining: MH to MH 325
19 5131 2023-0441 2023-0458 ALLEY by ROSEMEAD and HAVENWOOD
Broken with soil visible: 293' Lining: MH to MH 297
20 5121 2023-0399 2023-0400 LAYMAN ST Broken: 178' (inside lateral); fracture; deposits Structural integrity in tact. No action needed. 21 5121 2023-0626 2024-0115 MILLUX AV No visual broken at 172' as inspection indicates. Structural integrity in tact. No action needed. 22 5121 2024-0202 2024-0203 REX RD Broken: 101'; Structural integrity in tact. No action needed. 23 5113 2024-0122 2024-0119 PICO VISTA RD Broken: 197' Structural integrity in tact. No action needed. 24 5112 2023-0132 2023-0133 SPEED WY Hole: 119' Structural integrity in tact. No action needed. 25 5111 2023-0131 2023-0132 LEXINGTON RD Hole: 154' Structural integrity in tact. No action needed. 26 5111 2023-0308 2023-0311 ALLEY between ROSEMEAD
and LINDELLBroken: 271' Lining: MH to MH 283
27 5100 2023-0405 2023-0406 DELAND AV Broken: 226' (inside lateral) Structural integrity in tact. No action needed. 28 5100 2024-0176 2024-0175 LUNDAHL DR Broken and hole with soil visible: 15' Line not in use. No action needed.
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF PICO RIVERA (Y0TV0607C)as of 06/04/07
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF PICO RIVERA (Y0TV0607C)as of 06/04/07
29 5100 2024-0093 2024-0094 WAMPLER ST Broken: 128' Point Repair by SMD Central Yard: Completed December 2008
30 5100 2024-0189 2024-0190 BASCOM ST Broken: 11' Lining: MH to MH 10331 433J 2024-0114 2024-0111 MILLUX AV Multiple Fractures: 21', 86', 135', 252', 290' Lining: MH to MH 36032 4337 1971-0238 1971-0237 SLAUSON AV Fracture: 175', 188'; multiple cracks Lining: MH to MH 20033 4334 2023-0058 2023-0059 ALLEY by WASHINGTON and
PHAETONBroken: 227'; multiple fractures and cracks Lining: MH to MH 312
34 4334 2023-0243 2023-0244 MANZANAR AV Fracture: 1', 75'; multiple cracks Lining: MH to MH 25735 423L 2023-0224 2023-0223 BRIDGEVIEW AV Mutiple fractures and cracks Lining: MH to MH 34136 423I 1971-0225 1971-0226 ROSEMEAD BV Fracture: 176'; multiple cracks Lining: MH to MH 24237 423H 2023-0238 2023-0239 ROSEMEAD BV Multiple Fractures: 102' Lining: MH to MH 24438 423G 2024-0109 2024-0108 HANEY ST Fracture: 57', 127'; multiple cracks Lining: MH to MH 26739 4237 2023-0057 2023-0058 ALLEY by CARRON and
PHAETONFracture: 98'; multiple cracks Lining: MH to MH 300
40 4235 2024-0110 2024-0109 HANEY ST Fracture: 72', 167'; multiple cracks Lining: MH to MH 25041 4233 1970-0089 1970-0092 PARAMOUNT BV Fracture: 119'; multiple cracks Lining: MH to MH 22842 413K 2023-0228 2023-0227 MARIS AV Fracture: 93', 120', 237', 254', 281'; multiple cracks Lining: MH to MH 32543 413K 2023-0225 2023-0224 BRIDGEVIEW AV Fracture: 72'; multiple cracks Lining: MH to MH 34244 413H 2023-0239 2023-0240 ROSEMEAD BV Fracture: 53'; multiple cracks Lining: MH to MH 24045 413H 2023-0247 2023-0218 MANZANAR AV Fracture: 7', 104'; multiple cracks Lining: MH to MH 25346 413G 2023-0218 2023-0217 DUNLAP CROSSING RD Fracture: 217'; multiple cracks Lining: MH to MH 22247 413F 2023-0246 2023-0247 MANZANAR AV Fracture: 60'; multiple cracks Lining: MH to MH 18348 413E 2023-0229 2023-0228 MARIS AV Fracture: 8', 330' Structural integrity in tact. No action needed.
49 413D 2024-0031 2024-0030 WASHINGTON BV Fracture: 85', 331'; multiple cracks Lining: MH to MH 34950 413B 2024-0110 2024-0111 HANEY ST Fracture: 50' Structural integrity in tact. No action needed.51 413A 2023-0056 2023-0057 ALLEY by CARRON and
PHAETONFracture: 28', 174'; multiple cracks Lining: MH to MH 220
52 413A 2023-0607 2023-0606 BALFOUR ST Fracture: 208'; multiple cracks Lining: MH to MH 27053 4137 2023-0055 2023-0056 ALLEY by HANEY and
PHAETONFracture: 166';multiple cracks Lining: MH to MH 206
54 4136 1971-0237 1971-0236 SLAUSON AV Hole: 18'; cracks Lining: MH to MH 35055 4136 2023-0233 2023-0234 MANZANAR AV Fracture: 180', 195'; multiple cracks Structural integrity in tact. No action needed. 56 4135 2023-0064 2023-0066 UNSER ST Fracture: 94'; multiple cracks Lining: MH to MH 21757 4135 2023-0377 2023-0235 ROSEMEAD BV Fracture: 270' Structural integrity in tact. No action needed.58 4134 2023-0174 2023-0175 LOS TOROS AV Fracture: 82' Structural integrity in tact. No action needed. 59 4133 2023-0029 2023-0030 REDBIRD DR Fracture: 137'; multiple cracks Lining: MH to MH 22060 4133 2023-0124 2023-0123 WASHINGTON BV Fracture: 221' Lining: MH to MH 27061 4132 2023-0070 2023-0069 WINODEE DR Fracture: 4', 171' Lining: MH to MH 20262 4132 1970-0078 1970-0079 WASHINGTON BV Fracture: 3' Lining: MH to MH 10963 4131 2023-0359 2023-0371 ROSEMEAD BV Fracture: 140' Lining: MH to MH 18164 4131 2023-0186 2023-0233 MANZANAR AV Fracture: 84' Structural integrity in tact. No action needed. 65 412A 2023-0028 2023-0027 REDBIRD DR Fracture: 208' Lining: MH to MH 34666 4127 1971-0184 1971-0204 CROSSWAY DR Fracture: 146' Structural integrity in tact. No action needed. 67 4123 2024-0285 2024-0284 REX RD Hole: 289' (inside lateral) Structural integrity in tact. No action needed.
ENCLOSURE 3QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF PICO RIVERA (Y0TV0607C)as of 06/04/07
68 4121 2023-0337 2023-0338 HOMEBROOK ST Broken: 13' Broken at joint with band visible. Structural integrity intact. No action needed.
69 4112 2023-0351 2023-0352 ACACIA AV Fracture: 46' Structural integrity in tact. No action needed. 70 4100 2023-0159 2023-0160 DULIN AV Fracture: 288' Structural integrity in tact. No action needed. 71 4100 2024-0120 2024-0119 MARJORIE ST Fracture: 280' Structural integrity in tact. No action needed. 72 4100 2024-0002 2024-0003 WASHINGTON BV Fracture: 26' Structural integrity in tact. No action needed.
Total Footage 12,284
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P I C O R I V E R AP I C O R I V E R A
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239
W H I T T I E RW H I T T I E R
W H I T T IW H I T T I
C-2076
LegendSMD Sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
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ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 3
JUNE 2009Y0TV0607C_PRV_QSR.mdx
QUICKSTRUCTURAL
RATING(QSR)
0 460 920 1,380 1,840
Feet
Supervisorial District 1City of Pico Rivera
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.
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W N E YW N E YS A N T A F E S P R I N G SS A N T A F E S P R I N G S
LegendSMD Sanitary SewersQSR
1: EXCELLENT
2: GOOD
3: FAIR
4: POOR
5: IMMEDIATE ATTENTION
SMD Manholes!U Other
Manhole Type!( Standard
#* DROP
" ‚ Shallow
XW Trap
!? Siphon
ÍP SMD Pump Satations
+C SMD Treatment Plants
Maintained by Others:Trunk Sewerlines
Non SMD Sanitary Sewers
!( Trunk Mh
!( Non SMD Maintained MH
SMD Operations Maps
CCTV PROJECT AREA
ENCLOSURE 3
JUNE 2009Y0TV0607C_PRV_QSR.mdx
QUICKSTRUCTURAL
RATING(QSR)
0 620 1,240 1,860 2,480
Feet
Supervisorial District 1City of Pico Rivera
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
CCTV PROJECT
Y0TV0607C
ENCLOSURE 4:
Infrastructure Inspection Reports for Grades 4 and 5
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::
20070327 Y0TV0607C 1 Dry T. Glock 659 84683
244 LACDPW PRV J Jetting 2023
PARAMOUNT BV
PRV
C Light Highway
N Not Controlled
0363
1970-0094
2023-0040
225 ft
F Routine Assessment
SS Sanitary
0040/2023-0094/1970
C 8/8VCP Pipe Length: 3ft
TVed upstream,Broken pipe ,Debris
1:550 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:57Downstream Manhole, Survey Begins
0.00 00:01:14 M 2Water Level, 2 % of cross sectional area
0.00 S1 00:01:18 7045 M 2Deposits Attached Other, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
19.20 S2 00:02:31 7046 S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES, start
22.60 S3 00:02:56 7047, b S 5Broken, from 03 to 09 o´clock, within 8 inch: YES, start
26.00 F3 00:03:55 7049 S 5Broken, from 03 to 09 o´clock, within 8 inch: YES, end
26.00 F2 00:04:00 7050 S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES, end
225.00 F1 00:09:32 7051 M 2Deposits Attached Other, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070226 Y0TV0607C 1 Dry T. Glock 29 18093
310 LACDPW PRV J Jetting 2023
KELTONVIEW DR
PRV
C Light Highway
N Not Controlled
0326
2023-0085
2023-0086
274.8 ft
F Routine Assessment
SS Sanitary
0085/2023-0086/2023
C 8/8VCP Pipe Length: 3ft
Broken joints,fractures,roots
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:49Upstream Manhole, Survey Begins
0.00 00:01:04 M 2Water Level, 3 of cross sectional area
2.00 S1 00:01:09 484 M 2Deposits Settled Compacted, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: grit, water deposits
7.60 00:01:42 485Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
31.20 00:02:52 486Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
32.40 00:03:21 487, b S 5Broken, from 07 to 05 o´clock, within 8 inch: YES
41.60 00:04:22 489Roots Fine Joint, at 09 o´clock, within 8 inch: YES
52.10 00:04:55 490Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
77.40 00:06:51 491Roots Fine Joint, at 08 o´clock, within 8 inch: YES
84.80 00:07:17 492Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
86.10 00:07:41 493 S 2Crack Spiral, from 08 to 09 o´clock, within 8 inch: YES
86.10 00:07:52 494Roots Fine Joint, at 09 o´clock, within 8 inch: YES
91.70 00:08:11 495Roots Fine Joint, at 09 o´clock, within 8 inch: YES
98.00 00:08:42 496 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
98.00 00:08:50 497Roots Fine Joint, at 04 o´clock, within 8 inch: YES
105.50 00:09:15 498Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
121.80 00:10:10 499Roots Fine Joint, from 03 to 04 o´clock, within 8 inch: YES
137.00 00:11:00 500 S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
139.90 00:11:17 501Roots Fine Joint, at 09 o´clock, within 8 inch: YES
149.40 00:11:45 502 S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
155.30 00:12:11 503 S 2Crack Spiral, from 10 to 02 o´clock, within 8 inch: YES
159.80 00:12:30 504Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
167.10 00:12:59 505 S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
171.40 00:13:21 506Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20070226 Y0TV0607C 1 Dry T. Glock 29 18093
310 LACDPW PRV J Jetting 2023
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 2
184.70 00:00:00 507 S 2Crack Spiral, from 07 to 10 o´clock, within 8 inch: YES
187.70 00:12:46 508 S 4Broken, from 03 to 05 o´clock, within 8 inch: YES
195.00 00:13:14 509Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
212.80 00:14:06 510Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
250.20 00:15:41 511 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
254.70 00:16:05 512Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
255.90 00:16:27 513 S 2Crack Spiral, from 01 to 04 o´clock, within 8 inch: YES
259.10 00:16:50 514 S 2Crack Spiral, from 08 to 10 o´clock, within 8 inch: YES
265.00 00:17:17 515, b S 4Fracture Multiple, from 09 to 03 o´clock, within 8 inch: YES
272.00 F1 00:18:11 517 M 2Deposits Settled Compacted, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, end, Remark: grit,water deposits
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::
20070323 Y0TV0607C 1 Dry T. Glock 796 17282
301 LACDPW PRV J Jetting 2024
BERT ST
PRV
C Light Highway
N Not Controlled
0358
2024-0153
2024-0154
328.3 ft
F Routine Assessment
SS Sanitary
0153/2024-0154/2024
C 8/8VCP Pipe Length: 3ft
Cracks
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:41Upstream Manhole, Survey Begins
0.00 00:00:50 M 2Water Level, 3 % of cross sectional area
1.60 00:01:19 9106 S 3Crack Multiple, from 12 to 03 o´clock, within 8 inch: YES
2.00 S1 00:00:54 9107 M 2Deposits Attached Other, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
16.70 00:02:09 9108Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
33.00 00:02:49 9109 S 2Crack Longitudinal, at 05 o´clock, within 8 inch: YES
39.20 00:03:22 9110 S 5Hole Soil Visible, from 04 to 08 o´clock, within 8 inch: YES
39.20 00:03:57 9111 S 3Crack Multiple, from 02 to 10 o´clock, within 8 inch: YES
42.30 00:04:17 9112 S 2Crack Spiral, from 03 to 08 o´clock, within 8 inch: YES
48.10 00:04:41 9113 S 2Crack Spiral, from 04 to 08 o´clock, within 8 inch: YES
80.00 00:05:53 9114Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
81.50 00:06:17 9115 S 2Crack Spiral, from 03 to 08 o´clock, within 8 inch: YES
84.50 00:06:41 9116 S 2Crack Longitudinal, at 05 o´clock, within 8 inch: YES
102.50 00:07:37 9117 S 2Crack Spiral, from 10 to 01 o´clock, within 8 inch: YES
106.70 00:07:55 9118Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
114.30 00:08:27 9119 S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
120.20 00:08:53 9120 S 2Crack Spiral, from 11 to 02 o´clock, within 8 inch: YES
129.60 00:09:29 9121 S 3Crack Multiple, from 03 to 09 o´clock, within 8 inch: YES
150.80 00:10:18 9122 S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
153.90 00:10:45 9123 S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
157.20 00:11:07 9124 S 2Crack Spiral, from 10 to 02 o´clock, within 8 inch: YES
163.30 00:11:37 9125 S 2Crack Spiral, from 11 to 02 o´clock, within 8 inch: YES
169.20 00:12:06 9126 S 2Crack Spiral, from 03 to 05 o´clock, within 8 inch: YES
172.10 00:12:25 9127 S 2Crack Spiral, from 11 to 03 o´clock, within 8 inch: YES
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20070323 Y0TV0607C 1 Dry T. Glock 796 17282
301 LACDPW PRV J Jetting 2024
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 2
181.60 00:12:59 9128 S 2Crack Spiral, from 09 to 03 o´clock, within 8 inch: YES
194.50 00:13:43 9129Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
213.90 00:14:48 9130 S 2Crack Spiral, from 11 to 03 o´clock, within 8 inch: YES
217.10 00:15:06 9131 S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
245.90 00:16:32 9132Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
247.00 00:16:49 9133 S 3Crack Multiple, from 07 to 05 o´clock, within 8 inch: YES
277.50 00:18:07 9134 S 2Crack Spiral, from 08 to 11 o´clock, within 8 inch: YES
294.80 00:18:58 9135 M 2Water Level, 5 % of cross sectional area
307.90 00:19:55 9136Roots Fine Joint, at 09 o´clock, within 8 inch: YES
317.50 00:20:31 9137 S 3Crack Multiple, from 03 to 11 o´clock, within 8 inch: YES, Remark: Roots
326.60 F1 00:21:06 9138 M 2Deposits Attached Other, 1 of cross sectional area, from 05 to 07 o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070402 Y0TV0607C 1 Dry T. Glock 958 37710
215 LACDPW PRV J Jetting 1971
SLAUSON AV
PRV
C Light Highway
N Not Controlled
0370
1971-0238
1971-0237
202.1 ft
F Routine Assessment
SS Sanitary
0237/1971-0238/1971
C 8/8VCP Pipe Length: 3ft
Fractures ,Cracks
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:38Upstream Manhole, Survey Begins
0.00 00:00:49 M 2Water Level, 5 % of cross sectional area
0.00 S1 00:00:56 10955 M 2Deposits Attached Other, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
40.50 00:02:16 10956 S 2Crack Spiral, from 10 to 04 o´clock, within 8 inch: YES
42.00 00:02:32 10957Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
55.30 00:03:13 10958 S 2Crack Longitudinal, at 02 o´clock, within 8 inch: YES
70.20 00:03:55 10959 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
79.30 00:04:29 10960 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
92.90 00:05:05 10961Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
118.30 00:06:13 10962 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
133.50 00:06:54 10963 S 2Crack Spiral, from 10 to 03 o´clock, within 8 inch: YES
139.70 00:07:16 10964 S 2Crack Spiral, from 10 to 04 o´clock, within 8 inch: YES
141.20 00:07:30 10965Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
142.50 00:07:48 10966 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
145.30 00:08:10 10967 S 2Crack Spiral, from 09 to 04 o´clock, within 8 inch: YES
154.60 00:08:42 10968 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
166.50 00:09:16 10969 S 2Crack Spiral, from 08 to 11 o´clock, within 8 inch: YES
169.60 00:09:37 10970 S 3Crack Multiple, from 10 to 04 o´clock, within 8 inch: YES, Remark: Roots
169.60 00:09:48 10971Roots Fine Joint, at 02 o´clock, within 8 inch: YES
175.80 00:10:16 10972, b S 4Fracture Multiple, from 09 to 04 o´clock, within 8 inch: YES
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20070402 Y0TV0607C 1 Dry T. Glock 958 37710
215 LACDPW PRV J Jetting 1971
1:429 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 2
179.10 00:11:20 10974, b S 4Fracture Multiple, from 07 to 02 o´clock, within 8 inch: YES
181.90 00:12:02 10976 S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
188.00 00:12:26 10977, b S 4Fracture Multiple, from 08 to 04 o´clock, within 8 inch: YES
191.20 00:13:02 10979 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
192.30 00:13:18 10980Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
196.60 00:13:48 10981 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
202.10 F1 00:14:24 10982 M 2Deposits Attached Other, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070327 Y0TV0607C 1 Dry T. Glock 572 38064
244 LACDPW PRV J Jetting 1970
PARAMOUNT BV
PRV
C Light Highway
N Not Controlled
0362
1970-0089
1970-0092
229.3 ft
F Routine Assessment
SS Sanitary
0089/1970-0092/1970
C 8/8VCP Pipe Length: 3ft
TVed upstream,Fractures,Debris
1:575 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:49Downstream Manhole, Survey Begins
0.00 00:00:59 M 2Water Level, 2 % of cross sectional area
0.00 S1 00:01:02 5966 M 2Deposits Attached Other, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
52.00 00:02:51 5967 S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
58.40 00:03:35 5968 S 3Crack Multiple, from 03 to 08 o´clock, within 8 inch: YES
116.10 00:05:18 5969 S 3Crack Multiple, from 05 to 07 o´clock, within 8 inch: YES
119.10 S1 00:05:52 5970, b S 4Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES, start
122.10 F1 00:06:29 5972 S 4Fracture Multiple, from 04 to 08 o´clock, within 8 inch: YES, end
228.80 F1 00:10:06 5973 M 2Deposits Attached Other, 2 of cross sectional area, from 05 to 07 o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070402 Y0TV0607C 1 Dry T. Glock 957 37709
279 LACDPW PRV J Jetting 1971
SLAUSON AV
PRV
C Light Highway
N Not Controlled
0370
1971-0237
1971-0236
284.1 ft
F Routine Assessment
SS Sanitary
0236/1971-0237/1971
C 8/8VCP Pipe Length: 3ft
Cracks,Roots
1:462 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:43Upstream Manhole, Survey Begins
0.00 00:01:00 M 2Water Level, 10 of cross sectional area
0.00 S1 00:01:04 10926 M 2Deposits Attached Other, 1 % of cross sectional area, from 04 to 08o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
11.40 00:01:45 10927 S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
18.50 00:02:27 10928 S 4Hole, from 02 to 03 o´clock, within 8 inch: NO
20.30 00:03:03 10929 S 2Crack Spiral, from 09 to 03 o´clock, within 8 inch: YES
32.60 00:03:39 10930 S 2Crack Spiral, from 09 to 03 o´clock, within 8 inch: YES
38.60 00:04:02 10931 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
40.10 00:04:19 10932Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
53.40 00:05:07 10933 S 3Crack Multiple, from 09 to 03 o´clock, within 8 inch: YES
62.30 00:05:36 10934 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
74.40 00:06:12 10935 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES, Remark: Roots
74.40 00:06:23 10936Roots Fine Joint, from 08 to 10 o´clock, within 8 inch: YES
77.40 00:06:42 10937 S 3Crack Multiple, from 10 to 05 o´clock, within 8 inch: YES
86.50 00:07:12 10938 S 2Crack Spiral, from 11 to 04 o´clock, within 8 inch: YES
89.60 00:07:35 10939 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
91.10 00:08:25 10940Tap Factory Made, at 02 o´clock, 6", within 8 inch: YES, Remark: Roots
91.10 00:08:31 10941, b M 4Roots Ball Lateral, at 02 o´clock, 100 %, within 8 inch: YES
98.20 00:09:41 10943 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES, Remark: Roots
98.20 00:09:50 10944Roots Fine Joint, from 03 to 05 o´clock, within 8 inch: YES
107.20 00:10:21 10945 S 2Crack Longitudinal, at 05 o´clock, within 8 inch: YES
138.80 00:11:29 10946Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20070402 Y0TV0607C 1 Dry T. Glock 957 37709
279 LACDPW PRV J Jetting 1971
1:462 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 2
192.90 00:13:18 10947Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
193.90 00:13:40 10948 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
203.20 00:14:13 10949 S 2Crack Longitudinal, at 04 o´clock, within 8 inch: YES
224.70 00:15:18 10950 S 2Crack Spiral, from 02 to 05 o´clock, within 8 inch: YES
244.10 00:16:05 10951Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
266.40 00:17:05 10952 S 2Crack Longitudinal, at 05 o´clock, within 8 inch: YES
278.40 00:17:45 10953 S 2Crack Longitudinal, at 12 o´clock, within 8 inch: YES
284.00 F1 00:18:23 10954 M 2Deposits Attached Other, 1 % of cross sectional area, from 04 to 08o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070328 Y0TV0607C 1 Dry T. Glock 716 18012
273 LACDPW PRV J Jetting 2023
WASHINGTON BV
PRV
C Light Highway
N Not Controlled
0364
2023-0124
2023-0123
270.2 ft
F Routine Assessment
SS Sanitary
0123/2023-0124/2023
C 8/8VCP Pipe Length: 3ft
1:594 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:39Upstream Manhole, Survey Begins
0.00 00:01:14 M 2Water Level, 5 % of cross sectional area
0.00 S1 00:01:17 8059 M 2Deposits Attached Other, 2 % of cross sectional area, from 04 to 08o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
28.50 00:02:34 8060 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
31.90 00:02:58 8061 S 2Crack Spiral, from 10 to 01 o´clock, within 8 inch: YES
46.90 00:03:49 8062 S 2Crack Spiral, from 09 to 01 o´clock, within 8 inch: YES
59.00 00:04:31 8063 S 2Crack Spiral, from 10 to 12 o´clock, within 8 inch: YES
75.40 00:05:20 8064Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
85.80 00:05:56 8065 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
91.80 00:06:20 8066 S 2Crack Spiral, from 08 to 02 o´clock, within 8 inch: YES
100.80 00:06:46 8067 S 2Crack Spiral, from 08 to 12 o´clock, within 8 inch: YES
114.20 00:07:19 8068 M 3Water Mark, 50 % of cross sectional area
132.60 00:08:01 8069Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
133.90 00:08:22 8070 S 2Crack Spiral, from 09 to 03 o´clock, within 8 inch: YES
177.80 00:09:53 8071Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
179.00 00:10:09 8072 S 2Crack Spiral, from 07 to 11 o´clock, within 8 inch: YES
182.10 00:10:30 8073 S 3Crack Multiple, from 08 to 04 o´clock, within 8 inch: YES
185.00 00:10:52 8074 S 2Crack Spiral, from 09 to 03 o´clock, within 8 inch: YES
188.00 00:11:14 8075 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
191.10 00:11:37 8076 S 3Crack Multiple, from 10 to 02 o´clock, within 8 inch: YES
194.10 00:11:57 8077 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
200.30 S2 00:13:05 8078 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES, start
221.50 00:13:53 8079, b S 4Fracture Multiple, from 10 to 06 o´clock, within 8 inch: YES
226.00 00:14:24 8081Tap Factory Made Capped, at 02 o´clock, 6", within 8 inch: YES
Total Pipe Length: Survey Customer: System Owner: Clean Date: Pre-Cleaned: Map Grid #:20070328 Y0TV0607C 1 Dry T. Glock 716 18012
273 LACDPW PRV J Jetting 2023
1:594 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 2
266.70 F2 00:15:56 8082 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES, end
269.50 F1 00:16:19 8083 M 2Deposits Attached Other, 2 % of cross sectional area, from 04 to 08o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070329 Y0TV0607C 1 Dry T. Glock 568 38054
58 LACDPW PRV J Jetting 1970
WASHINGTON BV
PRV
C Light Highway
N Not Controlled
0366
1970-0078
1970-0079
109.1 ft
F Routine Assessment
SS Sanitary
0078/1970-0079/1970
C 8/8VCP Pipe Length: 3ft
Cracks,Debris
1:275 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:41Upstream Manhole, Survey Begins
0.00 00:00:57 M 2Water Level, 3 % of cross sectional area
0.00 S1 00:01:01 5906 M 2Deposits Attached Other, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
3.60 00:01:23 5907 S 4Fracture Multiple, from 07 to 03 o´clock, within 8 inch: YES
5.10 00:01:52 5908 S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
16.80 00:02:26 5909 S 2Crack Spiral, from 08 to 11 o´clock, within 8 inch: YES
29.50 00:03:02 5910 S 2Crack Longitudinal, at 08 o´clock, within 8 inch: YES
35.30 00:03:28 5911 S 2Crack Spiral, from 09 to 02 o´clock, within 8 inch: YES
41.50 00:03:53 5912 S 2Crack Longitudinal, at 01 o´clock, within 8 inch: YES
50.50 00:04:22 5913 S 2Crack Spiral, from 08 to 04 o´clock, within 8 inch: YES
52.00 00:04:33 5914Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: YES
62.30 00:05:22 5915 S 3Crack Multiple, from 04 to 08 o´clock, within 8 inch: YES
65.10 00:05:41 5916 S 2Crack Spiral, from 02 to 05 o´clock, within 8 inch: YES
77.30 00:06:12 5917 M 2Water Level, 10 % of cross sectional area
96.60 00:06:52 5918Tap Factory Made Capped, at 10 o´clock, 6", within 8 inch: YES
96.60 S2 00:07:11 5919 M 2Deposits Settled Gravel, 10 % of cross sectional area, from 04 to 07o´clock, within 8 inch: YES, start
98.20 00:07:27 5920 S 3Crack Multiple, from 08 to 03 o´clock, within 8 inch: YES
108.90 F2 00:10:27 5921 M 2Deposits Settled Gravel, 10 % of cross sectional area, from 03 to 07o´clock, within 8 inch: YES, end
108.90 F1 00:10:36 M 2Deposits Attached Other, 2 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, end, Remark: Water Deposits ,Grease
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::
20070319 Y0TV0607C 1 Dry T. Glock 594 37777
265 LACDPW PRV J Jetting 1971
CROSSWAY DR
PRV
C Light Highway
N Not Controlled
0351
1971-0184
1971-0204
271.6 ft
F Routine Assessment
SS Sanitary
0184/1971-0204/1971
C 8/8VCP Pipe Length: 3ft
Cracks
1:675 position observation MPEG photo grade
Y0TV0607C_DB.mdb // page: 1
0.00 00:00:45Upstream Manhole, Survey Begins
0.00 00:01:15 M 2Water Level, 5 % of cross sectional area
0.00 S1 00:01:20 M 2Deposits Attached Other, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, start, Remark: Water Deposits ,Grease
55.20 00:03:26Tap Break-In Active, at 02 o´clock, 6", within 8 inch: YES
70.30 00:04:19 6254Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
121.30 00:06:05 6255Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
128.40 00:06:38 6256 S 2Crack Longitudinal, at 09 o´clock, within 8 inch: YES
143.60 00:07:22 6257 S 2Crack Spiral, from 08 to 01 o´clock, within 8 inch: YES
146.60 00:07:41 6258, b S 4Fracture Multiple, from 02 to 10 o´clock, within 8 inch: YES
149.70 00:08:22 6260 S 2Crack Spiral, from 10 to 04 o´clock, within 8 inch: YES
173.60 00:09:15 6261 S 2Crack Spiral, from 10 to 03 o´clock, within 8 inch: YES
184.40 00:09:46 6262Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
194.50 00:10:21 6263 S 2Crack Spiral, from 08 to 11 o´clock, within 8 inch: YES
199.00 00:10:43 6264Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
219.70 00:11:39 6265Tap Factory Made Active, at 02 o´clock, 6", within 8 inch: YES
254.00 00:13:00 6266 S 2Crack Spiral, from 09 to 12 o´clock, within 8 inch: YES
258.40 00:13:24 6267Tap Factory Made Active, at 10 o´clock, 6", within 8 inch: YES
262.50 00:13:54 6268 S 2Crack Spiral, from 11 to 03 o´clock, within 8 inch: YES
268.90 F1 00:14:34 6269 M 2Deposits Attached Other, 1 % of cross sectional area, from 05 to 07o´clock, within 8 inch: YES, end