Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 6, 2018, 10:30 AM
  • 02 0016_02 0015_662018_035236.mp4

Date
06/06/2018
W/O
0706686
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00234
PipeID
P03043
Time
3:30 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.
39
Purpose
Routine Assessment
Project
20180601MDM_ARTESIA_EXTENSION_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
02 0015
Downstream MH
02 0016
Dir. of Survey
Upstream
Length Surveyed
284.8 ft.
Total Length
284.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
3
O&M Quick
4231
O&M Rating
21
Overall Index
3
Overall Quick
Overall Rating
21
Pipe schematic from manhole 02 0015 to 02 0016
MH: 02 0015MH: 02 0016upstream0 ft. MSA - Survey Abandoned - 30% GREASE0.6 ft. DAGS - Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO0.6 ft. DAGS - Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO0.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active35.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open35.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: NO85 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active88.8 ft. DAGS - Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO150.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 08 o'clock, , within 8 inches of joint: NO150.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Active153.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: NO153.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Active157.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 08 o'clock, , within 8 inches of joint: NO209.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES209.3 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Active211.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open274.7 ft. MGO - General Observation - 21" VCP & CIPP284.8 ft. AMH - Upstream Manhole, Survey Begins - 3:50AM284.8 ft. MWM - Water Mark, 20 %of cross sectional area284.8 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (4)

  • General Observation - 21" VCP & CIPP

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

  • Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock,  , within 8 inches of joint: NO

    196 ft. - Deposits Attached Grease, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO

  • Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: NO

    284.2 ft. - Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO

  • Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: NO

    284.2 ft. - Deposits Attached Grease, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO

Observations (20)

DistanceCodeObservation
134.1DAGS
284.2DAGS
10.1MGO21" VCP & CIPP
0AMH3:50AM
134.1TBActive
284.2DAGS
75.5DAGS
0MWM
131.1DAGS
248.9TBOpen
73TBOpen
131.1TBActive
199.8TBActive
75.5TBActive
196DAGS
0MWL
284.1TBActive
127.7DAGS
284.8MSA30% GREASE
248.9DAGS

Properties (6)

additional_info
REVERSE INSPECTION
custom_field_three
LINER GOOD COND.
custom_field_two
4
customer
LACSD
datetime
2018-06-06T03:30:28-07:00
lining
CIPP