Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 19, 2020, 05:33 AM

  • H 0295_H 0294 _11182020_214355.mp4

Date
11/18/2020
W/O
855321
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00174
PipeID
P10750
Time
9:33 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8303
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.
21
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 0295
Downstream MH
H 0294
Dir. of Survey
Downstream
Length Surveyed
11.3 ft.
Total Length
11.3 ft.
Structural Index
4
Structural Quick
5131
Structural Rating
8
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
4
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole H 0295 to H 0294
MH: H 0295MH: H 0294downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 02950 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area2.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - HEAVY SLUDGE/DEBRIS2.1 ft. MGO - General Observation - 90% MAG COAT2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start11.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish11.3 ft. MSA - Survey Abandoned - CAM BLKD BY SLUDGE/DEBRIS 20%11.3 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish11.3 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (4)

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

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

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

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

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

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

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

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

All inspections of P10750Work order 855321

Observations (11)

DistanceCodeObservation
11.3SAP—
11.3MSACAM BLKD BY SLUDGE/DEBRIS 20%
0AMHH 0295
0MWM—
0MWL—
2.1SRV—
2.1DSZHEAVY SLUDGE/DEBRIS
11.3SRV—
2.1MGO90% MAG COAT
11.3DSZ—
2.1SAP—

Properties (7)

additional_info
630075111820201
custom_field_three
REINFORCEMENT/VISIBLE/AGGREGATE PROJECTING
custom_field_two
5
customer
1
datetime
2020-11-18T21:33:47-08:00
documentation
PROPIPE
is_lateral_inspection
false