Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 20, 2017, 05:44 AM

  • 32 1162_32 1161 _19092017_225415.mp4

Date
09/19/2017
W/O
654216
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00839
PipeID
P19616
Time
10:44 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4881
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
WO_654216_TV32021_AUG2017
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1162
Downstream MH
32 1161
Dir. of Survey
Downstream
Length Surveyed
247.8 ft.
Total Length
247.8 ft.
Structural Index
2
Structural Quick
3E2I
Structural Rating
191
O&M Index
2
O&M Quick
2H00
O&M Rating
88
Overall Index
2
Overall Quick
—
Overall Rating
279
Pipe schematic from manhole 32 1162 to 32 1161
MH: 32 1162MH: 32 1161downstream0 ft. AMH - Upstream Manhole, Survey Begins - 32 11620 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start4.4 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start27.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start59.8 ft. MMC - Material Change, Vitrified clay pipe61.5 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish73.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"146.2 ft. MMC - Material Change, Concrete pipe (non-reinfored)146.4 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start191.9 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"247 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish247.8 ft. AMH - Downstream Manhole, Survey Ends - 32 1161247.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish247.8 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish

Observation photos (3)

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    4.4 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

    27.2 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    146.4 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

All inspections of P19616Work order 654216

Observations (16)

DistanceCodeObservation
2SSS—
247SSS—
27.2DSZ—
247.8AMH32 1161
146.2MMC—
0AMH32 1162
4.4SAP—
0MWL—
146.4SAP—
247.8DSZ—
73.3TF—
247.8SAP—
59.8MMC—
191.9TF—
0MWM—
61.5SAP—

Properties (5)

additional_info
SC345941
custom_field_two
2
customer
LACSD
datetime
2017-09-19T22:44:24-07:00
sewer_category
Gravity