- Date
- 08/31/2020
- W/O
- 844409
- Weather
- Dry
- Operator/Surveyor
- S. LOPEZ
- Sewer ID
- Z00973
- PipeID
- P02789
- Time
- 1:20 AM
- Certificate
- U-0720-70309212
- System Owner
- 1
- Date Cleaned
- —
- Pre-Cleaning
- No Pre-Cleaning
- Media Label
- K7971
- Sewer Name
- JOINT OUTFALL A - UNIT 9
- City
- PARAMOUNT
- Loc. details
- Sidewalk
- Location Code
- F
- Use of Sewer
- Sanitary Sewer
- District
- District 02
- Page No.
- 31
- Purpose
- Routine Assessment
- Project
- RFIR_WO_844409_TV02134_AUG2020
- Sewer Type
- Siphon
- Material
- Reinforced Concrete Pipe
- Shape
- Circular
- Height
- 42 in.
- Width
- 18 in.
- Upstream MH
- A 1138
- Downstream MH
- A 1137
- Dir. of Survey
- Downstream
- Length Surveyed
- 2 ft.
- Total Length
- 2 ft.
- Structural Index
- 4
- Structural Quick
- 5131
- Structural Rating
- 8
- O&M Index
- 2
- O&M Quick
- 2100
- O&M Rating
- 2
- Overall Index
- 3
- Overall Quick
- —
- Overall Rating
- 10
Pipe schematic from manhole A 1138 to A 1137 Observation photos (4)

2 ft. - Survey Abandoned - VIEW OF DOWNLEG OF U/S SIPHON.

2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES

2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES

2 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES