Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 27, 2017, 05:03 PM

  • G 0091_G 0090_11272017_101556.mp4

Date
11/27/2017
W/O
0630098
Weather
Damp
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00342
PipeID
P20351
Time
9:03 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7564
Sewer Name
G JOINT OUTFALL G - UNIT 2 RELIEF
City
COMPTON
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
20
Purpose
Routine Assessment
Project
20171127SHO_JOINT_OUTFALL_G_UNIT_2_RELIEF
Material
Reinforced Concrete Pipe
Shape
Circular
Height
37.400001525878906 in.
Upstream MH
G 0091
Downstream MH
G 0090
Dir. of Survey
Downstream
Length Surveyed
396.6 ft.
Total Length
396.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
—
Overall Rating
4
Pipe schematic from manhole G 0091 to G 0090
MH: G 0091MH: G 0090downstream0 ft. AMH - Upstream Manhole, Survey Begins - 10150 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area195.7 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"396.6 ft. MGO - General Observation - GREASE THROUGHOUT THE REACH (5%)396.6 ft. AMH - Downstream Manhole, Survey Ends - 1025
All inspections of P20351Work order 0630098

Observations (6)

DistanceCodeObservation
0AMH1015
195.7TFA—
0MWM—
396.6MGOGREASE THROUGHOUT THE REACH (5%)
0MWL—
396.6AMH1025

Properties (7)

custom_field_three
LINER IS IN GOOD CONDITION
custom_field_two
4
customer
LACSD
datetime
2017-11-27T09:03:26-08:00
documentation
OBREGON, BRAR, VENDRYES, PARAISO
is_lateral_inspection
false
lining
CIPP