Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 7, 2016, 07:48 PM

  • 19 0063_19 0062_20160307_130731.mp4

Date
03/07/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15094
Time
11:48 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3218
Sewer Name
19 ELAINE AVENUE TRUNK
City
LAKEWOOD, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
WO_557873_TV19004_2016MAR
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0063
Downstream MH
19 0062
Dir. of Survey
Downstream
Length Surveyed
274.2 ft.
Total Length
274.2 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
342B
O&M Rating
42
Overall Index
2
Overall Quick
—
Overall Rating
42
Pipe schematic from manhole 19 0063 to 19 0062
MH: 19 0063MH: 19 0062downstream0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 19 00630 ft. MWL - Water Level, 5 %of cross sectional area14.8 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4" - CALCIUM18.6 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"50.6 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"54.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"91 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"94.6 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"108.1 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES151.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4" - CALCIUM155.3 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"207.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 4"211.3 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"241.1 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start245 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES251.3 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4", 4"261.3 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES269.5 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES271.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"274.2 ft. AMH - Downstream Manhole, Survey Ends - 19 0062274.2 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish
All inspections of P15094Work order 557873

Observations (22)

DistanceCodeObservation
151.3TBACALCIUM
155.3TBC—
251.3TB—
0MWM—
271.4TBC—
0AMH19 0063
91TBC—
108.1ID—
0MWL—
269.5ID—
274.2AMH19 0062
14.8TBCCALCIUM
211.3TBC—
261.3ID—
241.1DAE—
18.6TBA—
274.2DAE—
50.6TBC—
54.7TBC—
207.4TBA—
94.6TBC—
245ID—

Properties (6)

additional_info
SC305308
custom_field_two
4
customer
LACSD
datetime
2016-03-07T11:48:36-08:00
documentation
PRO-PIPE
is_lateral_inspection
false