Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 1, 2020, 09:19 AM

  • H 0768A_H 0768A_01052020_022811.mp4

Date
05/01/2020
W/O
824117
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00942
PipeID
P11177
Time
2:19 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7623
Sewer Name
H JOINT OUTFALL H - UNIT 9C
City
WEST COVINA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
25
Purpose
Routine Assessment
Project
RFIR_WO_824117_TV22079_APR2020
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
22 in.
Width
22 in.
Upstream MH
H 0768
Downstream MH
H 0768A
Dir. of Survey
Upstream
Length Surveyed
704.9 ft.
Total Length
704.9 ft.
Structural Index
2
Structural Quick
2_12
Structural Rating
322
O&M Index
2
O&M Quick
2[1C
O&M Rating
303
Overall Index
2
Overall Quick
—
Overall Rating
625
Pipe schematic from manhole H 0768 to H 0768A
MH: H 0768MH: H 0768Aupstream0 ft. AMH - Upstream Manhole, Survey Ends - H 0768A1.1 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE1.1 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish12 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES508.5 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start509.1 ft. LU - Alignment Up, 5 %, Finish605.9 ft. LU - Alignment Up, 5 %, Start607.9 ft. MWLS - Water Level, Sag in pipe, 10 %of cross sectional area, Finish700.4 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE702.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start702.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start702.9 ft. MWLS - Water Level, Sag in pipe, 10 %of cross sectional area, Start704.9 ft. MWL - Water Level, 20 %of cross sectional area704.9 ft. MWM - Water Mark, 25 %of cross sectional area704.9 ft. AMH - Downstream Manhole, Survey Begins - H 0768

Observation photos (3)

  • Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    4.5 ft. - Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

  • Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    196.4 ft. - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

    692.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES

All inspections of P11177Work order 824117

Observations (17)

DistanceCodeObservation
2SSS—
195.8LU—
704.9AMHH 0768A
703.8DSCSLUDGE
702SSS—
196.4SRI—
99LU—
0MWL—
703.8SRI—
2DAGS—
702DAGS—
4.5DSCSLUDGE
0MWM—
0AMHH 0768
2MWLS—
692.9SSS—
97MWLS—

Properties (6)

additional_info
SC411173
custom_field_two
3
customer
LACSD
datetime
2020-05-01T02:19:31-07:00
documentation
PROPIPE
is_lateral_inspection
false