Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 8, 2021, 06:31 AM

  • D 0158_D 0095_01072021_232807.mp4

Date
01/07/2021
W/O
864852
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00156
PipeID
P09999
Time
10:31 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8452
Sewer Name
D JOINT OUTFALL D - UNIT 6
City
LAWNDALE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
17
Purpose
Routine Assessment
Project
RFIR_WO_864852_TV05171_DEC2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
60 in.
Upstream MH
D 0158
Downstream MH
D 0095
Dir. of Survey
Downstream
Length Surveyed
274.2 ft.
Total Length
274.2 ft.
Structural Index
3
Structural Quick
3J2J
Structural Rating
270
O&M Index
3
O&M Quick
3J2J
O&M Rating
270
Overall Index
3
Overall Quick
—
Overall Rating
540
Pipe schematic from manhole D 0158 to D 0095
MH: D 0158MH: D 0095downstream0 ft. MGO - General Observation - CONN @ MH 9 O'CLOCK/OPEN0 ft. MGO - General Observation - CONN @ MH 6 O'CLOCK/OPEN0 ft. AMH - Upstream Manhole, Survey Begins - D 01580 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. MGO - General Observation - 75% 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, Start2.1 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE272 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish274.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish274.2 ft. AMH - Downstream Manhole, Survey Ends - D 0095 ZOOMED IN274.2 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish274.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (4)

  • 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

  • Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE

    2.1 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start - SLUDGE

  • Downstream Manhole, Survey Ends - D 0095 ZOOMED IN

    274.2 ft. - Downstream Manhole, Survey Ends - D 0095 ZOOMED IN

All inspections of P09999Work order 864852

Observations (15)

DistanceCodeObservation
2MGO75% MAG COAT
2SAP—
272DAGS—
0MGOCONN @ MH 9 O'CLOCK/OPEN
274.2SAP—
2SSS—
274.2AMHD 0095 ZOOMED IN
2.1DSZSLUDGE
0MGOCONN @ MH 6 O'CLOCK/OPEN
274.2DSZ—
0AMHD 0158
0MWM—
2DAGS—
0MWL—
274.2SSS—

Properties (7)

additional_info
630075010721081
custom_field_three
AGGREGATE PROJECTING/SPALLING/SLUDGE
custom_field_two
2
customer
1
datetime
2021-01-07T22:31:36-08:00
documentation
PROPIPE
is_lateral_inspection
false