Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 24, 2020, 05:06 PM

  • H 0292_H 0291 _11242020_093146.mp4

Date
11/24/2020
W/O
855321
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00174
PipeID
P10747
Time
9:06 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8221
Sewer Name
JOINT OUTFALL H - UNIT 3
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
24
Purpose
Routine Assessment
Project
RFIR_WO_855321_TV02323_OCT2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
H 0292
Downstream MH
H 0291
Dir. of Survey
Downstream
Length Surveyed
85.2 ft.
Total Length
85.2 ft.
Structural Index
3
Structural Quick
5B3B
Structural Rating
158
O&M Index
3
O&M Quick
3B00
O&M Rating
51
Overall Index
3
Overall Quick
—
Overall Rating
209
Pipe schematic from manhole H 0292 to H 0291
MH: H 0292MH: H 0291downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 02920 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. MGO - General Observation - 65% MAG COAT2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE2 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, Start8.2 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 10" - OPEN8.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start16.2 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 10"83 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish84.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish85.2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE85.2 ft. MSA - Survey Abandoned - DUE TO SLUDGE85.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (7)

  • General Observation - 65% MAG COAT

    2 ft. - General Observation - 65% MAG COAT

  • Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    2 ft. - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

  • 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

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 10" - OPEN

    8.2 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 10" - OPEN

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    8.3 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 10"

    16.2 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 10"

  • Survey Abandoned - DUE TO SLUDGE

    85.2 ft. - Survey Abandoned - DUE TO SLUDGE

All inspections of P10747Work order 855321

Observations (15)

DistanceCodeObservation
8.3SRV—
85.2DSZSLUDGE
0AMHH 0292
2MGO65% MAG COAT
83SSS—
2DSZSLUDGE
8.2TBOPEN
0MWM—
85.2MSADUE TO SLUDGE
85.2SAP—
16.2TB—
2SAP—
84.1SRV—
0MWL—
2SSS—

Properties (7)

additional_info
630075111820201
custom_field_three
REINFORCEMENT VISIBLE, SLUDGE
custom_field_two
5
customer
1
datetime
2020-11-24T09:06:17-08:00
documentation
PROPIPE
is_lateral_inspection
false