Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 7, 2019, 08:22 AM

  • H 0366_H 0365 _11072019_010157.mp4

Date
11/07/2019
W/O
792836
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00172
PipeID
P10706
Time
12:22 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7089
Sewer Name
H JOINT OUTFALL H - UNIT 2G
City
VERNON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
16
Purpose
Routine Assessment
Project
RFIR_WO_792839_TV02409_OCT2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Square
Height
18 in.
Width
18 in.
Upstream MH
H 0366
Downstream MH
H 0365
Dir. of Survey
Downstream
Length Surveyed
416.1 ft.
Total Length
416.1 ft.
Structural Index
2
Structural Quick
362D
Structural Rating
72
O&M Index
2
O&M Quick
2[00
O&M Rating
276
Overall Index
2
Overall Quick
—
Overall Rating
348
Pipe schematic from manhole H 0366 to H 0365
MH: H 0366MH: H 0365downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 03660 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MGO - General Observation - STEAM IN SEWER0 ft. MWM - Water Mark, 30 %of cross sectional area4.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start37.8 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start37.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish48.9 ft. MWLS - Water Level, Sag in pipe, 25 %of cross sectional area, Start56.8 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start108.7 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish108.7 ft. MWLS - Water Level, Sag in pipe, 25 %of cross sectional area, Finish121.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start152 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish176 ft. MGO - General Observation - SLIM COAT THROUGHOUT179.7 ft. MWLS - Water Level, Sag in pipe, 25 %of cross sectional area, Start182.2 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start342.1 ft. MWLS - Water Level, Sag in pipe, 25 %of cross sectional area, Finish413.9 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish413.9 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish416.1 ft. AMH - Downstream Manhole, Survey Ends - FH 0365

Observation photos (6)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    4.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    37.8 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

    121.3 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

  • General Observation - SLIM COAT THROUGHOUT

    176 ft. - General Observation - SLIM COAT THROUGHOUT

  • Water Level, Sag in pipe, 25 %of cross sectional area, Start

    179.7 ft. - Water Level, Sag in pipe, 25 %of cross sectional area, Start

  • Water Level, Sag in pipe, 25 %of cross sectional area, Finish

    342.1 ft. - Water Level, Sag in pipe, 25 %of cross sectional area, Finish

All inspections of P10706Work order 792836

Observations (20)

DistanceCodeObservation
416.1AMHFH 0365
121.3FL—
0AMHH 0366
108.7DSC—
179.7MWLS—
4.5DAGS—
342.1MWLS—
56.8DSC—
0MWL—
0MGOSTEAM IN SEWER
152FL—
108.7MWLS—
413.9DAGS—
37.8DAGS—
0MWM—
176MGOSLIM COAT THROUGHOUT
48.9MWLS—
182.2DSC—
37.8DAGS—
413.9DSC—

Properties (6)

additional_info
SC378689
custom_field_two
3
customer
LACSD
datetime
2019-11-07T00:22:42-08:00
documentation
PROPIPE
is_lateral_inspection
false