Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2021, 09:08 PM
  • C 0015_C 0014_02042021_134451.mp4

Date
02/04/2021
W/O
870458
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00116
PipeID
P09485
Time
1:08 PM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7834
Sewer Name
C JOINT OUTFALL C - UNIT 1
City
WILMINGTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
17
Purpose
Routine Assessment
Project
WO_870458_TV08064_JAN2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Width
12 in.
Upstream MH
C 0015
Downstream MH
C 0014
Dir. of Survey
Downstream
Length Surveyed
267.1 ft.
Total Length
267.1 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 C 0015 to C 0014
MH: C 0015MH: C 0014downstream0 ft. AMH - Upstream Manhole, Survey Begins - C 00150 ft. MGO - General Observation - LINED PIPE0 ft. MWM - Water Mark, 45 %of cross sectional area0 ft. MWL - Water Level, 40 %of cross sectional area267.1 ft. MGO - General Observation - PER LACSD, NO REVERSAL.267.1 ft. MSA - Survey Abandoned - FLOW TOO WEAK FOR BOATING

Observations (6)

DistanceCodeObservation
267.1MGOPER LACSD, NO REVERSAL.
267.1MSAFLOW TOO WEAK FOR BOATING
0AMHC 0015
0MGOLINED PIPE
0MWM
0MWL

Properties (9)

additional_info
630138020421061
custom_field_three
FLOW TOO WEAK FOR BOATING.
custom_field_two
5
customer
1
datetime
2021-02-04T13:08:17-08:00
documentation
PROPIPE
is_lateral_inspection
false
lining
FR POLY LINE
year_laid
33763