Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 30, 2021, 09:14 AM
  • J 0483_J 0107_06302021_022023.mp4

Date
06/30/2021
W/O
896151
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00064
PipeID
P11688
Time
2:14 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K9064
Sewer Name
J JOINT OUTFALL J - UNIT 2E
City
TORRANCE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
25
Purpose
Routine Assessment
Project
WO_896151_TV05291_JUN2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
J 0107
Downstream MH
J 0483
Dir. of Survey
Upstream
Length Surveyed
13.8 ft.
Total Length
13.8 ft.
Structural Index
2
Structural Quick
2200
Structural Rating
4
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
Overall Rating
8
Pipe schematic from manhole J 0107 to J 0483
MH: J 0107MH: J 0483upstream0 ft. AMH - Upstream Manhole, Survey Ends - J 04832.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish11.8 ft. MGO - General Observation - 90% MAG COAT11.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start11.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start13.8 ft. AMH - Downstream Manhole, Survey Begins - J 010713.8 ft. MWL - Water Level, 20 %of cross sectional area13.8 ft. MWM - Water Mark, 25 %of cross sectional area

Observations (9)

DistanceCodeObservation
11SSS
2MGO90% MAG COAT
13.8AMHJ 0483
2SSS
2DAGS
0AMHJ 0107
0MWL
11DAGS
0MWM

Properties (7)

additional_info
630074062921203
custom_field_three
NO SEVERE DEFECTS
custom_field_two
3
customer
1
datetime
2021-06-30T02:14:54-07:00
documentation
PROPIPE
is_lateral_inspection
false