Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 8, 2020, 05:03 AM

  • H 0779_H 0778 _05072020_230907.mp4

Date
05/07/2020
W/O
824117
Weather
Dry
Operator/Surveyor
J, BUENROSTRO
Sewer ID
Z00942
PipeID
P11187
Time
10:03 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7628
Sewer Name
H JOINT OUTFALL H - UNIT 9C
City
COVINA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
27
Purpose
Routine Assessment
Project
RFIR_WO_824117_TV22079_APR2020
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
20 in.
Width
20 in.
Upstream MH
H 0779
Downstream MH
H 0778
Dir. of Survey
Downstream
Length Surveyed
1070.6 ft.
Total Length
1070.6 ft.
Structural Index
2
Structural Quick
2j1j
Structural Rating
639
O&M Index
2
O&M Quick
412”
O&M Rating
861
Overall Index
2
Overall Quick
—
Overall Rating
1500
Pipe schematic from manhole H 0779 to H 0778
MH: H 0779MH: H 0778downstream0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 07792 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start4 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Start4 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE273.3 ft. LL - Alignment Left, 5 %, Start289.3 ft. LL - Alignment Left, 5 %, Finish809.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO809.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 8"1068 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish1068 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish1070.6 ft. MSA - Survey Abandoned - MAX. CABLE LENGHT EQUIPPED1070.6 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish1070.6 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (3)

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

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

  • Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    4 ft. - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

  • Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO

    809.7 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: NO

All inspections of P11187Work order 824117

Observations (16)

DistanceCodeObservation
289.3LL—
0MWL—
1068DAGS—
273.3LL—
0MWM—
809.7DAGS—
1068SSS—
1070.6MSAMAX. CABLE LENGHT EQUIPPED
4SRI—
1070.6DSC—
2SSS—
1070.6SRI—
4DSCSLUDGE
2DAGS—
0AMHH 0779
809.7TB—

Properties (6)

additional_info
SC411178
custom_field_two
3
customer
LACSD
datetime
2020-05-07T22:03:44-07:00
documentation
PROPIPE
is_lateral_inspection
false