Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 21, 2019, 07:49 AM

  • 02 0281_02 0280_3212019_013825.mp4

Date
03/21/2019
W/O
0761873
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00793
PipeID
P16567
Time
12:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Heavy Cleaning
Media Label
H1156
Sewer Name
22 CAMERON TRUNK, SECTS 1,2,&3
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
31
Purpose
Maintenance Related
Project
20190321MDM_CAMERON_TRUNK_SECTS_1_2_3
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
02 0281
Downstream MH
02 0280
Dir. of Survey
Downstream
Length Surveyed
242.8 ft.
Total Length
242.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
6
Pipe schematic from manhole 02 0281 to 02 0280
MH: 02 0281MH: 02 0280downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:40AM0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area43.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open45.1 ft. MGO - General Observation - 8" VCP76.4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active97.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active100.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open104.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped114.4 ft. DSZ - Deposits Settled Other, 3 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - GRITE-SAND-SMALL ROCKS149.5 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open157.4 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Capped161.3 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Capped172.6 ft. DSZ - Deposits Settled Other, 3 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - GRITE SAND-SMALL ROCKS177.6 ft. MWM - Water Mark, 50 %of cross sectional area242.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active242.4 ft. MGO - General Observation - Conn. @ Mh, 2 O' Clock. Active242.8 ft. AMH - Downstream Manhole, Survey Ends - 2:00AM

Observation photos (2)

  • General Observation - 8" VCP

    45.1 ft. - General Observation - 8" VCP

  • Deposits Settled Other, 3 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - GRITE-SAND-SMALL ROCKS

    114.4 ft. - Deposits Settled Other, 3 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - GRITE-SAND-SMALL ROCKS

All inspections of P16567Work order 0761873

Observations (18)

DistanceCodeObservation
149.5TFOpen
0AMH1:40AM
45.1MGO8" VCP
104.8TFCCapped
100.8TFOpen
157.4TFCCapped
76.4TFActive
177.6MWM—
114.4DSZGRITE-SAND-SMALL ROCKS
0MWL—
43.9TFOpen
0MWM—
172.6DSZGRITE SAND-SMALL ROCKS
97.5TFActive
242.4MGOConn. @ Mh, 3 O' Clock. Active
161.3TFCCapped
242.4MGOConn. @ Mh, 2 O' Clock. Active
242.8AMH2:00AM

Properties (5)

additional_info
POST OBSTRUCTION EVALUATION
customer
LACSD
datetime
2019-03-21T00:49:16-07:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false