Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 11, 2015, 06:36 AM

  • H 0258_H 0257_20150910_224903.mp4

Date
09/10/2015
W/O
521014
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00171
PipeID
P10681
Time
11:36 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 0257
Downstream MH
H 0258
Dir. of Survey
Upstream
Length Surveyed
292.1 ft.
Total Length
292.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2W00
O&M Rating
242
Overall Index
2
Overall Quick
—
Overall Rating
242
Pipe schematic from manhole H 0257 to H 0258
MH: H 0257MH: H 0258upstream0 ft. MGO - General Observation - STUB CONNECTION AT MH 3 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Ends - H 02582 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish76.5 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"84.5 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"150.5 ft. TBC - Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"157.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"247.8 ft. TBC - Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"290.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start290.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start292.1 ft. MWL - Water Level, 5 %of cross sectional area292.1 ft. AMH - Downstream Manhole, Survey Begins - H 0257292.1 ft. MWM - Water Mark, 10 %of cross sectional area
All inspections of P10681Work order 521014

Observations (14)

DistanceCodeObservation
0MWL—
141.6TBC—
2DAGS—
290.1DAE—
290.1DAGS—
292.1MGOSTUB CONNECTION AT MH 3 O'CLOCK
207.6TBC—
134.4TBC—
0AMHH 0257
0MWM—
292.1AMHH 0258
215.6TBC—
44.3TBC—
2DAE—

Properties (6)

additional_info
SC203900
custom_field_two
4
customer
LACSD
datetime
2015-09-10T23:36:20-07:00
documentation
PRO PIPE
is_lateral_inspection
false