Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 27, 2020, 11:13 AM
  • G 0128_G 0127_07272020_042249.mp4

Date
07/27/2020
W/O
838806
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z01180
PipeID
P25033
Time
4:13 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7928
Sewer Name
JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
19
Purpose
Routine Assessment
Project
WO_838806_TV01004_JUL2020
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
G 0128
Downstream MH
G 0127
Dir. of Survey
Downstream
Length Surveyed
163.6 ft.
Total Length
163.6 ft.
Structural Index
2
Structural Quick
2E00
Structural Rating
64
O&M Index
2
O&M Quick
2E00
O&M Rating
62
Overall Index
2
Overall Quick
Overall Rating
126
Pipe schematic from manhole G 0128 to G 0127
MH: G 0128MH: G 0127downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - G 01272 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start159.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish161 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish163.6 ft. AMH - Downstream Manhole, Survey Ends - G 0127

Observations (8)

DistanceCodeObservation
0MWM
0MWL
2.1DAGS
163.6AMHG 0127
0AMHG 0127
161SSS
2SSS
159.3DAGS

Properties (8)

additional_info
SC411788
custom_field_three
NO SEVERE DEFECTS
custom_field_two
3
customer
1
datetime
2020-07-27T04:13:39-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
38026