Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 6, 2018, 12:08 PM

  • 02 0014_02 0013_662018_051302.mp4

Date
06/06/2018
W/O
0706686
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00234
PipeID
P03041
Time
5:08 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0883
Sewer Name
02 ARTESIA EXTENSION TRUNK
City
BELLFLOWER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
38
Purpose
Routine Assessment
Project
20180601MDM_ARTESIA_EXTENSION_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
02 0014
Downstream MH
02 0013
Dir. of Survey
Downstream
Length Surveyed
389 ft.
Total Length
389 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2400
O&M Rating
8
Overall Index
2
Overall Quick
—
Overall Rating
8
Pipe schematic from manhole 02 0014 to 02 0013
MH: 02 0014MH: 02 0013downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 5:15AM0 ft. MWM - Water Mark, 20 %of cross sectional area8 ft. MGO - General Observation - 21" VCP -PVC SPRIAL LINERER59.3 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO59.9 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active124 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active124 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 12 to 06 o'clock, , within 8 inches of joint: NO - HANGING DEBRIE124 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO184.7 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: NO184.7 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active240.3 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active310.4 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active368 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active374.6 ft. MWL - Water Level, 40 %of cross sectional area389 ft. AMH - Downstream Manhole, Survey Ends - 5:45AM

Observation photos (2)

  • General Observation - 21" VCP -PVC SPRIAL LINERER

    8 ft. - General Observation - 21" VCP -PVC SPRIAL LINERER

  • Deposits Settled Other, 5 %of cross sectional area, from 12 to 06 o'clock, , within 8 inches of joint: NO - HANGING DEBRIE

    124 ft. - Deposits Settled Other, 5 %of cross sectional area, from 12 to 06 o'clock, , within 8 inches of joint: NO - HANGING DEBRIE

All inspections of P03041Work order 0706686

Observations (16)

DistanceCodeObservation
59.3DAGS—
389AMH5:45AM
59.9TBActive
124TBActive
184.7DAGS—
8MGO21" VCP -PVC SPRIAL LINERER
0MWL—
184.7TBActive
124DSZHANGING DEBRIE
0AMH5:15AM
0MWM—
310.4TBActive
124DAGS—
240.3TBActive
374.6MWL—
368TBActive

Properties (7)

custom_field_three
LINER GOOD COND.
custom_field_two
4
customer
LACSD
datetime
2018-06-06T05:08:55-07:00
documentation
MARTIN,REVELES,OLIVER 111,YOUNG
is_lateral_inspection
false
lining
PVC SPRIAL LINER