Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 27, 2017, 04:31 PM
  • G 0092_G 0091_11272017_083350.mp4

Date
11/27/2017
W/O
0630098
Weather
Damp
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00342
PipeID
P20352
Time
8:31 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 0092
Downstream MH
G 0091
Dir. of Survey
Downstream
Length Surveyed
54.7 ft.
Total Length
54.7 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
Overall Rating
7
Pipe schematic from manhole G 0092 to G 0091
MH: G 0092MH: G 0091downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 083554.7 ft. AMH - Downstream Manhole, Survey Ends - 084054.7 ft. LFW - Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: YES

Observation photos (1)

  • Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: YES

    54.7 ft. - Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: YES

Observations (5)

DistanceCodeObservation
0MWL
0MWM
54.7AMH0840
54.7LFW
0AMH0835

Properties (7)

custom_field_three
LINER IS IN GOOD CONDITION
custom_field_two
4
customer
LACSD
datetime
2017-11-27T08:31:36-08:00
documentation
OBREGON, BRAR, VENDRYES, PARAISO
is_lateral_inspection
false
lining
CIPP