Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 23, 2020, 08:00 PM
  • H 0679_H 0678_07232020_130614.mp4

Date
07/23/2020
W/O
833503
Weather
Dry
Operator/Surveyor
N.ZAHREDDINE
Sewer ID
Z00941
PipeID
P11086
Time
1:00 PM
Certificate
U-109-7948
System Owner
1
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K7331
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
03
Purpose
Routine Assessment
Project
RFIR_WO_833503_TV18106_JUN2020
Sewer Type
Siphon
Material
NRCP
Shape
Circular
Height
25 in.
Width
25 in.
Upstream MH
H 0679
Downstream MH
H 0678
Dir. of Survey
Downstream
Length Surveyed
26.5 ft.
Total Length
26.5 ft.
Structural Index
3
Structural Quick
3525
Structural Rating
25
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
Overall Rating
29
Pipe schematic from manhole H 0679 to H 0678
MH: H 0679MH: H 0678downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 06792 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start19.9 ft. MGO - General Observation - VIEW OF D/S SIPHON FROM THE U/S MH26 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish26 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish26 ft. MWL - Water Level, 100 %of cross sectional area26 ft. LD - Alignment Down, 45 %26.5 ft. MSA - Survey Abandoned - DUE TO SIPHON

Observations (11)

DistanceCodeObservation
0MWL
0MWM
26.5MSADUE TO SIPHON
2SSS
0AMHH 0679
19.9MGOVIEW OF D/S SIPHON FROM THE U/S MH
26SSS
26SAP
26MWL
2SAP
26LD

Properties (5)

additional_info
SC411326
customer
1
datetime
2020-07-23T13:00:07-07:00
documentation
PROPIPE
is_lateral_inspection
false