Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 14, 2020, 10:42 AM

  • 32 1174_32 1173 _09142020_040331.mp4

Date
09/14/2020
W/O
844698
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19628
Time
3:42 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7988
Sewer Name
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_844698_TV32021_AUG2020
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1174
Downstream MH
32 1173
Dir. of Survey
Downstream
Length Surveyed
602.9 ft.
Total Length
602.9 ft.
Structural Index
3
Structural Quick
3W00
Structural Rating
360
O&M Index
2
O&M Quick
2W00
O&M Rating
240
Overall Index
3
Overall Quick
—
Overall Rating
600
Pipe schematic from manhole 32 1174 to 32 1173
MH: 32 1174MH: 32 1173downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11740 ft. MWM - Water Mark, 20 %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. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING THROUGHOUT35.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"57.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"158.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"166.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"170.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"278.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"396.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"509.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"600.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish600.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish602.9 ft. AMH - Downstream Manhole, Survey Ends - 32 1173

Observation photos (3)

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

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

  • General Observation - MAG COATING THROUGHOUT

    2 ft. - General Observation - MAG COATING THROUGHOUT

All inspections of P19628Work order 844698

Observations (17)

DistanceCodeObservation
600.8SAP—
170.8TFC—
602.9AMH32 1173
396.5TBA—
166.8TFC—
57.5TBA—
509.8TBA—
278.8TBA—
2DAGS—
0MWL—
0AMH32 1174
600.8DAGS—
2SAP—
35.3TBA—
158.6TB—
2MGOMAG COATING THROUGHOUT
0MWM—

Properties (6)

additional_info
SC411880
custom_field_two
3
customer
1
datetime
2020-09-14T03:42:52-07:00
documentation
PRO PIPE
is_lateral_inspection
false