Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 18, 2021, 09:47 AM

  • H 0292_H 0291_10182021_020426.mp4

Date
10/18/2021
W/O
916517
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00174
PipeID
P10747
Time
2:47 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9447
Sewer Name
H JOINT OUTFALL H - UNIT 3
City
PICO RIVERA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
24
Purpose
Routine Assessment
Project
RFIR_WO_916517_TV02323_OCT2021
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
472.5 ft.
Total Length
472.5 ft.
Structural Index
3
Structural Quick
543R
Structural Rating
302
O&M Index
3
O&M Quick
3R00
O&M Rating
282
Overall Index
3
Overall Quick
—
Overall Rating
584
Pipe schematic from manhole H 0291 to H 0292
MH: H 0291MH: H 0292upstream0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish0 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - H 029210.1 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"20.4 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start20.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"421.4 ft. TB - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"435.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"458.5 ft. MGO - General Observation - POSSIBLE CONNECTION @ 2 O'CLK. - NO DIRECT OBSERVATION MADE.470.4 ft. MGO - General Observation - MAG COAT470.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start470.4 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE472.5 ft. MWM - Water Mark, 20 %of cross sectional area472.5 ft. AMH - Downstream Manhole, Survey Begins - H 0291472.5 ft. MWL - Water Level, 5 %of cross sectional area

Observation photos (4)

  • 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, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    2.1 ft. - Deposits Settled Other, 20 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    51.1 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

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

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

All inspections of P10747Work order 916517

Observations (16)

DistanceCodeObservation
0MWM—
452.1SRV—
472.5SAP—
452.1TF—
0AMHH 0291
37.2TF—
2.1MGOMAG COAT
2.1SAP—
462.4TF—
14MGOPOSSIBLE CONNECTION @ 2 O'CLK. - NO DIRECT OBSERVATION MADE.
51.1TB—
472.5DSZ—
2.1DSZSLUDGE
0MWL—
472.5SRV—
472.5AMHH 0292

Properties (7)

additional_info
630074101821001
custom_field_three
AGGREGATE PROJECTING/REINFORCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2021-10-18T02:47:16-07:00
documentation
PROPIPE
is_lateral_inspection
false