Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 15, 2021, 06:20 AM

  • C 0382_C 0381_04152021_000000.mp4

Date
04/14/2021
W/O
886022
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00142
PipeID
P09846
Time
11:20 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8728
Sewer Name
C JOINT OUTFALL C - UNIT 8D
City
LAKEWOOD
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
RFIR_WO_886022_TV19067_APR2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
78 in.
Upstream MH
C 0382
Downstream MH
C 0381
Dir. of Survey
Downstream
Length Surveyed
652.5 ft.
Total Length
652.5 ft.
Structural Index
3
Structural Quick
5Y3Y
Structural Rating
1300
O&M Index
3
O&M Quick
5141
O&M Rating
324
Overall Index
3
Overall Quick
—
Overall Rating
1624
Pipe schematic from manhole C 0382 to C 0381
MH: C 0382MH: C 0381downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03820 ft. MWM - Water Mark, 20 %of cross sectional area2.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.3 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9 ft. IR - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES52.9 ft. IG - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES126 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE616.8 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"651.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish651.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish651.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish651.3 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish652.5 ft. AMH - Downstream Manhole, Survey Ends - C 0381

Observation photos (6)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.3 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.3 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.3 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

    9 ft. - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES

    52.9 ft. - Infiltration Gusher, at 09 o'clock, within 8 inches of joint: YES

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    126 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

All inspections of P09846Work order 886022

Observations (15)

DistanceCodeObservation
0MWL—
2.3SAP—
651.2SSS—
126DSZSLUDGE
652.5AMHC 0381
0AMHC 0382
651.3DSZ—
52.9IG—
9IR—
0MWM—
2.3SSS—
2.3SRV—
651.2SRV—
616.8TFA—
651.1SAP—

Properties (8)

additional_info
630074041421201
custom_field_three
AGGREGATE PROJECTING/REINFORCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2021-04-14T23:20:41-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
26643