Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 23, 2019, 10:58 AM

  • Section#5_18 0968_18 0967__7232019__I0186R.mp4

Date
07/23/2019
W/O
0777340
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14818
Time
3:58 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0186R
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
11
Purpose
Maintenance Related
Project
20190723MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
7.519999980926514 in.
Upstream MH
18 0968
Downstream MH
18 0967
Dir. of Survey
Downstream
Length Surveyed
289.4 ft.
Total Length
289.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
5134
O&M Rating
17
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 18 0968 to 18 0967
MH: 18 0968MH: 18 0967downstream0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM0 ft. MWM - Water Mark, 80 %of cross sectional area11 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE21.7 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE30.8 ft. MWL - Water Level, 10 %of cross sectional area30.9 ft. MWM - Water Mark, 30 %of cross sectional area94.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE100.1 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - OPEN- 5=% ROOTS121.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN165.1 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - OPEN167.2 ft. TBD - Tap Break-In Defective, at 02 o'clock, -, , within 8 inches of joint: NO, 6" - OPEN-80% ROOTS177.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN254.1 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 6" - OPEN289.4 ft. AMH - Downstream Manhole, Survey Ends - 4:55AM
All inspections of P14818Work order 0777340

Observations (16)

DistanceCodeObservation
167.2TBDOPEN-80% ROOTS
121.8TBOPEN
289.4AMH4:55AM
254.1TBOPEN
0MGOMH CONN 9:00 ACTIVE
30.8MWL—
100.1TBDOPEN- 5=% ROOTS
0MWL—
94.7TBACTIVE
11DSZSLUDGE
165.1TBOPEN
30.9MWM—
0AMH4:25AM
177.3TBOPEN
21.7DSZSLUDGE
0MWM—

Properties (6)

additional_info
POST ROOT EVALUATION ONLY
customer
LACSD
datetime
2019-07-23T03:58:21-07:00
documentation
MARTIN,REVELES,OLIVER 111,SHADLER
is_lateral_inspection
false
lining
PVCP