Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 7, 2019, 09:58 AM
  • 32 1191_32 1190 _10072019_032628.mp4

Date
10/07/2019
W/O
782705
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00843
PipeID
P19645
Time
2:58 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K7029
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_782705_TV32001_AUG2019
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
123.8 ft.
Total Length
123.8 ft.
Structural Index
3
Structural Quick
5A3B
Structural Rating
120
O&M Index
2
O&M Quick
412E
O&M Rating
62
Overall Index
3
Overall Quick
Overall Rating
182
Pipe schematic from manhole 32 1191 to 32 1190
MH: 32 1191MH: 32 1190downstream0 ft. MGO - General Observation - ACTIVE CONNECTIONS @ U/S MH - 9 & 3 O'CLK.0 ft. AMH - Upstream Manhole, Survey Begins - 32 11910 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start26.3 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - DEBRIS50.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish52.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start52.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start77.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start94.3 ft. HSV - Hole Soil Visible, from 09 to 11 o'clock, within 8 inches of joint: NO120.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish120.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish120.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish120.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish123.8 ft. AMH - Downstream Manhole, Survey Ends - 32 1190123.8 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 4 O'CLOCK

Observation photos (5)

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

    52.4 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

    52.4 ft. - Surface Aggregate Projecting, 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

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

  • Hole Soil Visible, from 09 to 11 o'clock, within 8 inches of joint: NO

    94.3 ft. - Hole Soil Visible, from 09 to 11 o'clock, within 8 inches of joint: NO

Observations (17)

DistanceCodeObservation
0MGOACTIVE CONNECTIONS @ U/S MH - 9 & 3 O'CLK.
123.8AMH32 1190
50.7DSZ
120.8SSS
120.8SAP
52.4SSS
52.4SAP
120.8SRV
123.8MGOACTIVE CONNECTION AT MH 4 O'CLOCK
26.3DSZDEBRIS
2DAGS
0AMH32 1191
94.3HSV
0MWL
0MWM
77.1SRV
120.8DAGS

Properties (7)

additional_info
SC378647
custom_field_two
1
customer
LACSD
datetime
2019-10-07T02:58:57-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
26872