Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 14, 2021, 10:32 AM

  • H 0946_H 0945_01142021_030832.mp4

Date
01/14/2021
W/O
865007
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z01005
PipeID
P15359
Time
2:32 AM
Certificate
U-115-06002794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8378
Sewer Name
H JOINT OUTFALL H - UNIT 7C
City
CITY OF INDUSTRY
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 21
Page No.
33
Purpose
Routine Assessment
Project
WO_865007_TV21022_DEC2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
H 0946
Downstream MH
H 0945
Dir. of Survey
Downstream
Length Surveyed
393.1 ft.
Total Length
393.1 ft.
Structural Index
3
Structural Quick
3O2O
Structural Rating
390
O&M Index
2
O&M Quick
4431
O&M Rating
183
Overall Index
2
Overall Quick
—
Overall Rating
573
Pipe schematic from manhole H 0946 to H 0945
MH: H 0946MH: H 0945downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 09462 ft. MGO - General Observation - 65% MAG COAT2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start121.2 ft. LL - Alignment Left, 30 %, Start141.3 ft. LL - Alignment Left, 30 %, Finish152.8 ft. OBM - Obstacles Pipe Material, 15 %of cross sectional area, at 06 o'clock371.1 ft. DSF - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start391 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish393.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish393.1 ft. MSA - Survey Abandoned - DUE TO SLUDGE393.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish393.1 ft. DSF - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (7)

  • General Observation - 65% MAG COAT

    2 ft. - General Observation - 65% MAG COAT

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

    2 ft. - Surface Aggregate Projecting, 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, Start

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

  • Alignment Left, 30 %, Start

    121.2 ft. - Alignment Left, 30 %, Start

  • Obstacles Pipe Material, 15 %of cross sectional area, at 06 o'clock

    152.8 ft. - Obstacles Pipe Material, 15 %of cross sectional area, at 06 o'clock

  • Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    371.1 ft. - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Survey Abandoned - DUE TO SLUDGE

    393.1 ft. - Survey Abandoned - DUE TO SLUDGE

All inspections of P15359Work order 865007

Observations (16)

DistanceCodeObservation
121.2LL—
391DAGS—
0MWL—
0MWM—
152.8OBM—
393.1SAP—
0AMHH 0946
2MGO65% MAG COAT
2SAP—
393.1MSADUE TO SLUDGE
371.1DSF—
141.3LL—
393.1SSS—
2SSS—
393.1DSF—
2DAGS—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
5
customer
1
datetime
2021-01-14T02:32:42-08:00
documentation
PRO PIPE
is_lateral_inspection
false