Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 3, 2022, 10:16 AM
  • 32 1191_32 1190_06032022_042733.mp4

Date
06/03/2022
W/O
951561
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00843
PipeID
P19645
Time
3:16 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K10139
Sewer Name
32 SOLEDAD CANYON RELIEF TRUNK
City
SANTA CLARITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_951561_TV32050_MAY2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
32 1191
Downstream MH
32 1190
Dir. of Survey
Downstream
Length Surveyed
123.3 ft.
Total Length
123.3 ft.
Structural Index
3
Structural Quick
5A3D
Structural Rating
166
O&M Index
3
O&M Quick
413D
O&M Rating
121
Overall Index
3
Overall Quick
Overall Rating
287
Pipe schematic from manhole 32 1191 to 32 1190
MH: 32 1191MH: 32 1190downstream0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11910 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start7.8 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start7.8 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - debris13.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start77.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start94.1 ft. H - Hole, from 09 to 11 o'clock, within 8 inches of joint: YES116.7 ft. H - Hole, from 10 to 02 o'clock, within 8 inches of joint: YES120.4 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish120.4 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish120.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish120.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish120.4 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish123.3 ft. AMH - Downstream Manhole, Survey Ends - 32 1190123.3 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (6)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

    7.8 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

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

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

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

  • Hole, from 09 to 11 o'clock, within 8 inches of joint: YES

    94.1 ft. - Hole, from 09 to 11 o'clock, within 8 inches of joint: YES

  • Hole, from 10 to 02 o'clock, within 8 inches of joint: YES

    116.7 ft. - Hole, from 10 to 02 o'clock, within 8 inches of joint: YES

Observations (18)

DistanceCodeObservation
94.1H
120.4SRV
120.4SAP
7.8SAP
116.7H
120.4DAGS
0MWL
0MWM
0AMH32 1191
13.2SSS
2DAGS
7.8DSZdebris
77.8SRV
123.3AMH32 1190
123.3MGOCONNECTION AT MH 3 O'CLOCK
120.4SSS
120.4DSZ
0MGOCONNECTION AT MH 3 O'CLOCK

Properties (8)

additional_info
630063060222203
custom_field_three
HOLES/VISIBLE REINFORCEMENT/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2022-06-03T03:16:01-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
26872