- Date
- 12/02/2020
- W/O
- 854904
- Weather
- Dry
- Operator/Surveyor
- M.MARTINEZ
- Sewer ID
- Z00973
- PipeID
- P02815
- Time
- 7:44 AM
- Certificate
- U-115-06022794
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- Not Known
- Media Label
- K8227
- Sewer Name
- JOINT OUTFALL A - UNIT 9
- City
- DOWNEY
- Loc. details
- Easement/Right of Way
- Location Code
- D
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 26
- Purpose
- Routine Assessment
- Project
- WO_854904_TV02260_OCT2020
- Sewer Type
- Gravity
- Material
- RCP-CTL
- Shape
- Circular
- Height
- 42 in.
- Width
- 18 in.
- Upstream MH
- A 1165
- Downstream MH
- A 1164
- Dir. of Survey
- Downstream
- Length Surveyed
- 158.3 ft.
- Total Length
- 158.3 ft.
- Structural Index
- 0
- Structural Quick
- 0000
- Structural Rating
- 0
- O&M Index
- 3
- O&M Quick
- 3100
- O&M Rating
- 3
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 3
Pipe schematic from manhole A 1165 to A 1164 Observation photos (4)

2 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - MISSING TILES

96.8 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 12"

158.3 ft. - Survey Abandoned - DUE TO DEBIRS