Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 10, 2016, 09:36 AM

  • 19 0049A_19 0049_20160310_025351.mp4

Date
03/10/2016
W/O
557873
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00724
PipeID
P15080
Time
1:36 AM
Certificate
U507-03-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3221
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.
09
Purpose
Routine Assessment
Project
WO_557873_TV19004_2016MAR
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0049A
Downstream MH
19 0049
Dir. of Survey
Downstream
Length Surveyed
257.6 ft.
Total Length
257.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
322K
O&M Rating
122
Overall Index
2
Overall Quick
—
Overall Rating
122
Pipe schematic from manhole 19 0049A to 19 0049
MH: 19 0049AMH: 19 0049downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 19 0049A4.2 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start47 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"95.6 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"99.9 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"143.3 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"147.9 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"196.3 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"200.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"221.6 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES221.6 ft. DAE - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 02 o'clock, , within 8 inches of joint: YES245 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"248.7 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 4"250.5 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish257.6 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK257.6 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK257.6 ft. AMH - Downstream Manhole, Survey Ends - 19 0049

Observation photos (2)

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    221.6 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 02 o'clock, , within 8 inches of joint: YES

    221.6 ft. - Deposits Attached Encrustation, 20 %of cross sectional area, from 08 to 02 o'clock, , within 8 inches of joint: YES

All inspections of P15080Work order 557873

Observations (21)

DistanceCodeObservation
257.6MGOLATERAL AT MH 9 OCLOCK
257.6MGOLATERAL AT MH 3 OCLOCK
0MWL—
147.9TBC—
248.7TBC—
0MGOLATERAL AT MH 9 OCLOCK
245TBC—
4.2DAE—
200.2TBC—
221.6ID—
47TBC—
99.9TBC—
196.3TBC—
257.6AMH19 0049
221.6DAE—
0MWM—
143.3TBC—
95.6TBC—
0MGOLATERAL AT MH 3 OCLOCK
0AMH19 0049A
250.5DAE—

Properties (5)

additional_info
SC305311
custom_field_two
4
customer
LACSD
datetime
2016-03-10T01:36:03-08:00
sewer_category
GRAVITY