Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 3, 2018, 07:47 AM

  • 32 1162_32 1161 _03082018_010052.mp4

Date
08/03/2018
W/O
718145
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00839
PipeID
P19616
Time
12:47 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5891
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_718145_TV32052_AUG2018
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
32 1162
Downstream MH
32 1161
Dir. of Survey
Downstream
Length Surveyed
247.9 ft.
Total Length
247.9 ft.
Structural Index
3
Structural Quick
413E
Structural Rating
100
O&M Index
2
O&M Quick
2Q00
O&M Rating
184
Overall Index
2
Overall Quick
—
Overall Rating
284
Pipe schematic from manhole 32 1162 to 32 1161
MH: 32 1162MH: 32 1161downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 32 11620 ft. MWL - Water Level, 15 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start5.6 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES28 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS60 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish60 ft. MMC - Material Change, Vitrified clay pipe71.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 4"144.9 ft. MMC - Material Change, Concrete pipe (non-reinfored)145.4 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start190.6 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"240.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish246.4 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish246.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish247.9 ft. AMH - Downstream Manhole, Survey Ends - 32 1161

Observation photos (5)

  • 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

  • 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

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

    5.6 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Material Change, Vitrified clay pipe

    60 ft. - Material Change, Vitrified clay pipe

  • Material Change, Concrete pipe (non-reinfored)

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

All inspections of P19616Work order 718145

Observations (17)

DistanceCodeObservation
2SAP—
190.6TBA—
247.9AMH32 1161
2DAGS—
240.6DSZ—
0MWM—
60SAP—
246.4SAP—
5.6FM—
0AMH32 1162
145.4SAP—
71.6TF—
246.4DAGS—
0MWL—
60MMC—
144.9MMC—
28DSZDEBRIS

Properties (6)

additional_info
SC364759
custom_field_two
3
customer
LACSD
datetime
2018-08-03T00:47:33-07:00
documentation
PRO PIPE
is_lateral_inspection
false