Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 25, 2020, 05:16 AM

  • H 0292_H 0291 _11242020_215136.mp4

Date
11/24/2020
W/O
855321
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00174
PipeID
P10747
Time
9:16 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8316
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 0291
Downstream MH
H 0292
Dir. of Survey
Upstream
Length Surveyed
397.1 ft.
Total Length
397.1 ft.
Structural Index
3
Structural Quick
553O
Structural Rating
420
O&M Index
3
O&M Quick
3O21
O&M Rating
239
Overall Index
3
Overall Quick
—
Overall Rating
659
Pipe schematic from manhole H 0291 to H 0292
MH: H 0291MH: H 0292upstream0 ft. MGO - General Observation - REVERSAL COMPLETED0 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. MSA - Survey Abandoned - CAM BLKD BY SLUDGE0 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish24 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start345.8 ft. TBI - Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 4", 1" - ACTIVE357.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN395 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE395 ft. MGO - General Observation - 85% MAG COAT395 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start395.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start397.1 ft. MWL - Water Level, 15 %of cross sectional area397.1 ft. MWM - Water Mark, 20 %of cross sectional area397.1 ft. AMH - Downstream Manhole, Survey Begins - H 0291

Observation photos (4)

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

    2.1 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

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

  • Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 4", 1" - ACTIVE

    51.3 ft. - Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 4", 1" - ACTIVE

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    373.1 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

All inspections of P10747Work order 855321

Observations (16)

DistanceCodeObservation
0MWL—
397.1MGOREVERSAL COMPLETED
2.1DSZSLUDGE
397.1SRV—
2.1MGO85% MAG COAT
0MWM—
2.1SAP—
40TFOPEN
397.1SAP—
397.1MSACAM BLKD BY SLUDGE
0AMHH 0291
395SSS—
397.1DSZSLUDGE
2SSS—
373.1SRV—
51.3TBIACTIVE

Properties (7)

additional_info
630075112420201
custom_field_three
REINFORCEMENT VISIBLE, SLUDGE
custom_field_two
5
customer
1
datetime
2020-11-24T21:16:57-08:00
documentation
PROPIPE
is_lateral_inspection
false