Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 10, 2021, 04:32 PM

  • H 0295_H 0294_11102021_092610.mp4

Date
11/10/2021
W/O
916517
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00174
PipeID
P10750
Time
8:32 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9276
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.
21
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 0294
Downstream MH
H 0295
Dir. of Survey
Upstream
Length Surveyed
340.8 ft.
Total Length
340.8 ft.
Structural Index
5
Structural Quick
5J3A
Structural Rating
303
O&M Index
2
O&M Quick
2L00
O&M Rating
128
Overall Index
3
Overall Quick
—
Overall Rating
431
Pipe schematic from manhole H 0294 to H 0295
MH: H 0294MH: H 0295upstream0 ft. MSA - Survey Abandoned - REVERSAL COMPLETED0 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. MGO - General Observation - VIDEO DARKENED DUE TO CAMERA GLITCH0 ft. MGO - General Observation - END POINT OF D/S SURVEY0 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish0.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"52.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start181.8 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6"269.6 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start320.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE336.8 ft. MGO - General Observation - MAG COATING340.8 ft. MGO - Reversal Inspection340.8 ft. MWM - Water Mark, 15 %of cross sectional area340.8 ft. AMH - Downstream Manhole, Survey Begins - H 0294340.8 ft. MWL - Water Level, 10 %of cross sectional area - STAGNANT

Observation photos (3)

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    20.3 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

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

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

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

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

All inspections of P10750Work order 916517

Observations (16)

DistanceCodeObservation
340.8MSAREVERSAL COMPLETED
340.8DSZSLUDGE
20.3DSZSLUDGE
340TBA—
288.3SAP—
159TB—
71.2SRV—
0MGO—
340.8SAP—
340.8MGOVIDEO DARKENED DUE TO CAMERA GLITCH
340.8MGOEND POINT OF D/S SURVEY
0MWM—
340.8SRV—
0AMHH 0294
4MGOMAG COATING
0MWLSTAGNANT

Properties (7)

additional_info
630074111021061
custom_field_three
REINFOCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2021-11-10T08:32:35-08:00
documentation
PROPIPE
is_lateral_inspection
false