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Wastewater/Activity/PacpInspection/1.0
Nov 21, 2019, 10:17 AM
18 0960A_18 0960_11212019_022555.mp4
Date
11/21/2019
W/O
0798462
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14809
Time
2:17 AM
Certificate
1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1316
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
10
Purpose
Routine Assessment
Project
20191121MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
9.399999618530273 in.
Upstream MH
18 0960A
Downstream MH
18 0960
Dir. of Survey
Downstream
Length Surveyed
160.9 ft.
Total Length
160.9 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
0
Overall Quick
—
Overall Rating
0
Pipe schematic from manhole 18 0960A to 18 0960
MH: 18 0960A
MH: 18 0960
downstream
0 ft. MWM - Water Mark, 40 %of cross sectional area
0 ft. MWL - Water Level, 15 %of cross sectional area
0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active
0 ft. AMH - Upstream Manhole, Survey Begins - 2:25AM
100.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Active
160.1 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active
160.9 ft. AMH - Downstream Manhole, Survey Ends - 2:35AM
All inspections of P14809
Work order 0798462
Observations (7)
Distance
Code
Observation
0
MWM
—
100.3
TB
Active
0
MWL
—
0
MGO
Conn. @ Mh, 3 O' Clock. Active
0
AMH
2:25AM
160.9
AMH
2:35AM
160.1
MGO
Conn. @ Mh, 3 O' Clock. Active
Properties (7)
custom_field_three
LINER GOOD COND
custom_field_two
4
customer
LACSD
datetime
2019-11-21T02:17:27-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false
lining
PVCP