Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 14, 2019, 08:27 AM

  • 18 0970_18 0969_11142019_033722.mp4

Date
11/14/2019
W/O
0798462
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00716
PipeID
P14820
Time
12:27 AM
Certificate
1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1307
Sewer Name
18 WORSHAM CREEK TRUNK
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
11
Purpose
Routine Assessment
Project
20191114MDM_WORSHAM_CREEK_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
18 0970
Downstream MH
18 0969
Dir. of Survey
Downstream
Length Surveyed
324.7 ft.
Total Length
324.7 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
3512
O&M Rating
17
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 18 0970 to 18 0969
MH: 18 0970MH: 18 0969downstream0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. AMH - Upstream Manhole, Survey Begins - 3:35AM0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area38.5 ft. MGO - General Observation - 8" VCP-PVCP62.6 ft. TBD - Tap Break-In Defective, at 01 o'clock, -, , within 8 inches of joint: NO, 6" - Active-95% ROOTS93.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Open95.5 ft. TBD - Tap Break-In Defective, at 10 o'clock, -, , within 8 inches of joint: NO, 6" - Open-80% ROOTS95.5 ft. RMC - Roots Medium Connection, from 07 to 10 o'clock, 10 %, within 8 inches of joint: NO100.3 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - Open100.3 ft. RFC - Roots Fine Connection, from 01 to 03 o'clock, within 8 inches of joint: NO - 4%108.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Open108.3 ft. RFC - Roots Fine Connection, at 10 o'clock, within 8 inches of joint: NO - 4%150.9 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 6" - Open300.7 ft. TBD - Tap Break-In Defective, at 02 o'clock, -, , within 8 inches of joint: NO, 6" - Open-70% ROOTS303.2 ft. TBD - Tap Break-In Defective, at 11 o'clock, -, , within 8 inches of joint: NO, 6" - Open-50% ROOTS324.2 ft. MGO - General Observation - MH CONN 9:00 ACTIVE324.7 ft. AMH - Downstream Manhole, Survey Ends - 4:00AM

Observation photos (2)

  • General Observation - 8" VCP-PVCP

    38.5 ft. - General Observation - 8" VCP-PVCP

  • Roots Medium Connection, from 07 to 10 o'clock, 10 %, within 8 inches of joint: NO

    95.5 ft. - Roots Medium Connection, from 07 to 10 o'clock, 10 %, within 8 inches of joint: NO

All inspections of P14820Work order 0798462

Observations (18)

DistanceCodeObservation
95.5TBDOpen-80% ROOTS
303.2TBDOpen-50% ROOTS
93.3TBOpen
300.7TBDOpen-70% ROOTS
95.5RMC—
38.5MGO8" VCP-PVCP
324.7AMH4:00AM
0MGOMH CONN 9:00 ACTIVE
108.3TBOpen
0AMH3:35AM
0MWL—
108.3RFC4%
62.6TBDActive-95% ROOTS
100.3TBOpen
150.9TBOpen
0MWM—
324.2MGOMH CONN 9:00 ACTIVE
100.3RFC4%

Properties (6)

customer
LACSD
datetime
2019-11-14T00:27:57-08:00
documentation
MARTIN,REVELES,OLIVER 111,CASTILLO
is_lateral_inspection
false
lining
PVCP-Folded/Reformed
year_laid
20000114