Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 28, 2018, 05:20 AM
  • H 0277_H 0276 _27062018_224242.mp4

Date
06/27/2018
W/O
712119
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00173
PipeID
P10733
Time
10:20 PM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K5806
Sewer Name
H JOINT OUTFALL H - UNIT 2H
City
VERNON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 23
Page No.
01
Purpose
Routine Assessment
Project
WO_712119_TV23005_JUL2018
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
H 0277
Downstream MH
H 0276
Dir. of Survey
Downstream
Length Surveyed
264.3 ft.
Total Length
264.3 ft.
Structural Index
2
Structural Quick
3122
Structural Rating
7
O&M Index
2
O&M Quick
4131
O&M Rating
17
Overall Index
2
Overall Quick
Overall Rating
24
Pipe schematic from manhole H 0277 to H 0276
MH: H 0277MH: H 0276downstream0 ft. MGO - General Observation - SERVICE CONNECTION AT 9 O'CLOCK AT MH0 ft. AMH - Upstream Manhole, Survey Begins - H 02770 ft. MWL - Water Level, 10 %of cross sectional area0.1 ft. MWM - Water Mark, 65 %of cross sectional area2.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Start9.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6", 6"70.4 ft. TBC - Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"78.6 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"137.6 ft. CL - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES151.2 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"157.7 ft. CL - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: NO158.6 ft. TBD - Tap Break-In Defective, at 03 o'clock, -, , within 8 inches of joint: NO, 6"230.6 ft. CM - Crack Multiple, from 07 to 05 o'clock, within 8 inches of joint: YES232 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"239.7 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"262.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Finish264.3 ft. AMH - Downstream Manhole, Survey Ends - H 0276

Observation photos (4)

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock,  , within 8 inches of joint: YES, Start

    2.5 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Start

  • Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

    137.6 ft. - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

  • Crack Longitudinal, at 03 o'clock, within 8 inches of joint: NO

    157.7 ft. - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: NO

  • Crack Multiple, from 07 to 05 o'clock, within 8 inches of joint: YES

    230.6 ft. - Crack Multiple, from 07 to 05 o'clock, within 8 inches of joint: YES

Observations (17)

DistanceCodeObservation
70.4TBC
0MGOSERVICE CONNECTION AT 9 O'CLOCK AT MH
78.6TBC
0AMHH 0277
0MWL
157.7CL
2.5DAE
9.7TBC
262.1DAE
232TB
239.7TB
137.6CL
151.2TBC
230.6CM
158.6TBD
0.1MWM
264.3AMHH 0276

Properties (4)

additional_info
SC359530
custom_field_two
3
customer
LACSD
datetime
2018-06-27T22:20:08-07:00