Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 18, 2019, 05:38 AM
  • 18 0833_18 0832 _06172019_234024.mp4

Date
06/17/2019
W/O
766520
Weather
Dry
Operator/Surveyor
J. VARGAS
Sewer ID
Z00708
PipeID
P14696
Time
10:38 PM
Certificate
U-209-8149
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6597
Sewer Name
18 SO WHITTIER OUTFALL TR, SECT 6
City
SANTA FE SPRINS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
14
Purpose
Routine Assessment
Project
WO_766520_TV18183_MAY2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Width
21 in.
Upstream MH
18 0832
Downstream MH
18 0833
Dir. of Survey
Upstream
Length Surveyed
297.2 ft.
Total Length
297.2 ft.
Structural Index
2
Structural Quick
2211
Structural Rating
5
O&M Index
3
O&M Quick
4135
O&M Rating
29
Overall Index
2
Overall Quick
Overall Rating
34
Pipe schematic from manhole 18 0832 to 18 0833
MH: 18 0832MH: 18 0833upstream0 ft. AMH - Upstream Manhole, Survey Ends - 18 08332.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish2.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Finish54.6 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"151.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"154.6 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR, Finish158.7 ft. CL - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES175.4 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR, Start253 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS INSIDE253 ft. RMC - Roots Medium Connection, at 02 o'clock, 30 %, within 8 inches of joint: YES253.2 ft. RMB - Roots Medium Barrell, from 02 to 05 o'clock, 25 %, within 8 inches of joint: YES294.2 ft. CC - Crack Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES294.2 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES295.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Start - Possible Spalling295.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start297.2 ft. MWM - Water Mark, 35 %of cross sectional area297.2 ft. AMH - Downstream Manhole, Survey Begins - 18 0832297.2 ft. MWL - Water Level, 20 %of cross sectional area

Observation photos (5)

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

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

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

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

  • Crack Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES

    3 ft. - Crack Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES

  • Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR, Start

    121.8 ft. - Roots Medium Joint, from 08 to 04 o'clock, 25 %, within 8 inches of joint: YESR, Start

  • Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

    138.5 ft. - Crack Longitudinal, at 01 o'clock, within 8 inches of joint: YES

Observations (18)

DistanceCodeObservation
121.8RMJ
242.6TBC
294.8DAGS
44.2TFROOTS INSIDE
0MWM
142.6RMJ
1.9DAGS
3CC
145.4TFC
297.2AMH18 0833
0AMH18 0832
294.8DAE
3CL
2.1DAEPossible Spalling
0MWL
138.5CL
44.2RMC
44RMB

Properties (6)

additional_info
SC377533
custom_field_two
3
customer
LACSD
datetime
2019-06-17T22:38:30-07:00
documentation
PRO PIP
is_lateral_inspection
false