Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 27, 2017, 08:25 PM

  • G 0089_G 0088_11272017_123645.mp4

Date
11/27/2017
W/O
0630098
Weather
Damp
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00342
PipeID
P20349
Time
12:25 PM
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
42 in.
Upstream MH
G 0089
Downstream MH
G 0088
Dir. of Survey
Downstream
Length Surveyed
540.5 ft.
Total Length
540.5 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
3
Pipe schematic from manhole G 0089 to G 0088
MH: G 0089MH: G 0088downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12350 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area537.3 ft. LFW - Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: NO540.5 ft. MGO - General Observation - ACTIVE CONNECTION IN THE MH @ 9 O CLOCK540.5 ft. AMH - Downstream Manhole, Survey Ends - 0105

Observation photos (1)

  • Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: NO

    537.3 ft. - Lining Failure Wrinkled, from 10 to 03 o'clock, within 8 inches of joint: NO

All inspections of P20349Work order 0630098

Observations (6)

DistanceCodeObservation
0AMH1235
0MWL—
540.5MGOACTIVE CONNECTION IN THE MH @ 9 O CLOCK
537.3LFW—
540.5AMH0105
0MWM—

Properties (7)

custom_field_three
LINER IS IN GOOD CONDITION
custom_field_two
4
customer
LACSD
datetime
2017-11-27T12:25:36-08:00
documentation
OBREGON, BRAR, VENDRYES, PARAISO
is_lateral_inspection
false
lining
CIPP