Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 3, 2022, 08:12 AM

  • 32 1199_32 1198_06032022_025310.mp4

Date
06/03/2022
W/O
951561
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00843
PipeID
P19653
Time
1:12 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
27 in.
Width
27 in.
Upstream MH
32 1199
Downstream MH
32 1198
Dir. of Survey
Downstream
Length Surveyed
459.2 ft.
Total Length
459.2 ft.
Structural Index
3
Structural Quick
5N48
Structural Rating
849
O&M Index
2
O&M Quick
422Q
O&M Rating
190
Overall Index
3
Overall Quick
—
Overall Rating
1039
Pipe schematic from manhole 32 1199 to 32 1198
MH: 32 1199MH: 32 1198downstream0 ft. AMH - Upstream Manhole, Survey Begins - 32 11990 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start4.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start24.9 ft. MWLS - Water Level, Sag in pipe, 80 %of cross sectional area, Start36.5 ft. MCU - Camera Underwater, Start47.9 ft. MCU - Camera Underwater, Finish57.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start64.5 ft. MWLS - Water Level, Sag in pipe, 80 %of cross sectional area, Finish422.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish457.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish457.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish457.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish459.2 ft. AMH - Downstream Manhole, Survey Ends - 32 1198

Observation photos (5)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

  • Water Level, Sag in pipe, 80 %of cross sectional area, Start

    24.9 ft. - Water Level, Sag in pipe, 80 %of cross sectional area, Start

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

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

All inspections of P19653Work order 951561

Observations (16)

DistanceCodeObservation
422.3SRV—
0AMH32 1199
57.8SRV—
47.9MCU—
64.5MWLS—
457.1SAP—
0MWM—
0MWL—
4.6SAP—
459.2AMH32 1198
24.9MWLS—
457.1SSS—
457.1DAGS—
2DAGS—
2SSS—
36.5MCU—

Properties (8)

additional_info
630063060222203
custom_field_three
VISIBLE REINFORCEMENT/PROJECTING AGGREGATE/SAG
custom_field_two
2
customer
1
datetime
2022-06-03T01:12:42-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
26872