Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 11, 2018, 09:30 AM

  • 02 0016_02 0015_6112018_031321.mp4

Date
06/11/2018
W/O
0706686
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00234
PipeID
P03043
Time
2:30 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Heavy Cleaning
Media Label
H0888
Sewer Name
02 ARTESIA EXTENSION TRUNK
City
BELLFLOWER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
39
Purpose
Routine Assessment
Project
20180611MDM_ARTESIA_EXTENSION_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
02 0016
Downstream MH
02 0015
Dir. of Survey
Downstream
Length Surveyed
367.1 ft.
Total Length
367.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
3222
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole 02 0016 to 02 0015
MH: 02 0016MH: 02 0015downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 2:55AM4.9 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - ASPHALT15.5 ft. TBD - Tap Break-In Defective, at 12 o'clock, -, , within 8 inches of joint: YES, 6" - Open-80% GREASE33.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO33.5 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE81.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active81.6 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO86 ft. MGO - General Observation - 21" VCP& CIPP118.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open165.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active233.5 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Active236.6 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Active289.6 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 6" - Active294.2 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open367.1 ft. AMH - Downstream Manhole, Survey Ends - 3:20AM

Observation photos (3)

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - ASPHALT

    4.9 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO - ASPHALT

  • Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO

    81.6 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO

  • General Observation - 21" VCP& CIPP

    86 ft. - General Observation - 21" VCP& CIPP

All inspections of P03043Work order 0706686

Observations (18)

DistanceCodeObservation
0MWL—
33.5DAGS—
86MGO21" VCP& CIPP
294.2TBOpen
233.5TBActive
4.9DSZASPHALT
289.6TBActive
15.5TBDOpen-80% GREASE
367.1AMH3:20AM
81.6TBActive
0MWM—
165.2TBActive
236.6TBActive
0MGOConn. @ Mh, 3 O' Clock. Active
0AMH2:55AM
81.6DAGS—
33.5TBACTIVE
118.7TBOpen

Properties (5)

custom_field_three
LINER GOOD COND.
custom_field_two
4
customer
LACSD
datetime
2018-06-11T02:30:43-07:00
lining
CIPP