Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 12, 2021, 06:46 AM

  • 32 1176_32 1175_08122021_000601.mp4

Date
08/11/2021
W/O
906609
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19630
Time
11:46 PM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9230
Sewer Name
32 SAN FERNANDO ROAD TRUNK
City
SANTA CLARITA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 32
Page No.
09
Purpose
Routine Assessment
Project
RFIR_WO_906609_TV32021_AUG2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1175
Downstream MH
32 1176
Dir. of Survey
Upstream
Length Surveyed
495.5 ft.
Total Length
495.5 ft.
Structural Index
3
Structural Quick
3J00
Structural Rating
165
O&M Index
2
O&M Quick
312S
O&M Rating
199
Overall Index
2
Overall Quick
—
Overall Rating
364
Pipe schematic from manhole 32 1175 to 32 1176
MH: 32 1175MH: 32 1176upstream0 ft. AMH - Upstream Manhole, Survey Ends - 32 11761.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish1.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish51.1 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: YES - DEBRIS149 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"258.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"277.5 ft. MGO - General Observation - MAG COATING THROUGHOUT277.5 ft. MMC - Material Change, Concrete pipe (non-reinfored)277.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start345.5 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"435.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"440.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"493.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start495.5 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK495.5 ft. MWL - Water Level, 20 %of cross sectional area495.5 ft. AMH - Downstream Manhole, Survey Begins - 32 1175495.5 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (4)

  • General Observation - MAG COATING THROUGHOUT

    218 ft. - General Observation - MAG COATING THROUGHOUT

  • Material Change, Concrete pipe (non-reinfored)

    218 ft. - Material Change, Concrete pipe (non-reinfored)

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

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

  • Deposits Settled Other, 15 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: YES - DEBRIS

    444.4 ft. - Deposits Settled Other, 15 %of cross sectional area, from 05 to 08 o'clock, , within 8 inches of joint: YES - DEBRIS

All inspections of P19630Work order 906609

Observations (17)

DistanceCodeObservation
0MGOCONNECTION AT MH 3 O'CLOCK
60.4TFC—
150TB—
0MWL—
218MGOMAG COATING THROUGHOUT
493.6DAGS—
218MMC—
444.4DSZDEBRIS
54.6TFC—
237.1TF—
495.5AMH32 1176
218SAP—
0AMH32 1175
0MWM—
346.5TBA—
493.6SAP—
2DAGS—

Properties (7)

additional_info
630069081121201
custom_field_three
PROJECTING AGGREGATE
custom_field_two
3
customer
1
datetime
2021-08-11T23:46:00-07:00
documentation
PRO PIPE
is_lateral_inspection
false