Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 30, 2020, 04:00 PM
  • H 0493A_H 0493_10302020_111135.mp4

Date
10/30/2020
W/O
0850190
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00182
PipeID
P10920
Time
9:00 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1609
Sewer Name
H JOINT OUTFALL H - UNIT 7A
City
CITY OF INDUSTRY
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
30
Purpose
Routine Assessment
Project
20201030SHO_JOINT_OUTFALL_H_UNIT_7A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
H 0493A
Downstream MH
H 0493
Dir. of Survey
Downstream
Length Surveyed
102.8 ft.
Total Length
102.8 ft.
Structural Index
2
Structural Quick
2111
Structural Rating
3
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
Overall Rating
3
Pipe schematic from manhole H 0493A to H 0493
MH: H 0493AMH: H 0493downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 0493A13.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - VERY MINOR22.9 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start98 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish98 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish102.8 ft. AMH - Downstream Manhole, Survey Ends - H 0493

Observations (8)

DistanceCodeObservation
22.9SRI
102.8AMHH 0493
98SSS
98SRI
13.1SSSVERY MINOR
0MWM
0MWL
0AMHH 0493A

Properties (6)

custom_field_three
MINOR SPALLING
custom_field_two
4
customer
LACSD
datetime
2020-10-30T09:00:17-07:00
documentation
OBREGON, IGNACIO, RAMIREZ, SHADLER
is_lateral_inspection
false