Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 11, 2015, 05:43 AM

  • H 0261_H 0260_20150910_220007.mp4

Date
09/10/2015
W/O
521014
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00171
PipeID
P10684
Time
10:43 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K2682
Sewer Name
H JOINT OUTFALL H - UNIT 2F
City
VERNON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
16
Purpose
Routine Assessment
Project
WO_521014_TV02170_AUG2015
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
H 0261
Downstream MH
H 0260
Dir. of Survey
Downstream
Length Surveyed
362.8 ft.
Total Length
362.8 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2]00
O&M Rating
298
Overall Index
2
Overall Quick
—
Overall Rating
300
Pipe schematic from manhole H 0261 to H 0260
MH: H 0261MH: H 0260downstream0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 02610 ft. MWL - Water Level, 5 %of cross sectional area2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start81.7 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"88.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"162 ft. DSF - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start176.7 ft. DSF - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish179.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"185.9 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"185.9 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: NO251.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"276.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"285.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"360.6 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish360.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish362.8 ft. AMH - Downstream Manhole, Survey Ends - H 0260

Observation photos (1)

  • Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    162 ft. - Deposits Settled Fine, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

All inspections of P10684Work order 521014

Observations (18)

DistanceCodeObservation
81.7TFC—
0MWM—
251.8TBA—
276.4TB—
362.8AMHH 0260
162DSF—
185.9TBC—
2DAE—
0AMHH 0261
176.7DSF—
179.4TFC—
185.9CL—
2DAGS—
0MWL—
88.8TFC—
285.4TBC—
360.6DAE—
360.6DAGS—

Properties (6)

additional_info
SC203900
custom_field_two
4
customer
LACSD
datetime
2015-09-10T22:43:37-07:00
documentation
PRO PIPE
is_lateral_inspection
false