Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 8, 2019, 10:58 AM
  • SEG@20_SEG#20_02-876_02-875_C_SI_Memo.mpg

Date
08/08/2019
W/O
764312
Weather
Dry
Operator/Surveyor
O.QUEZADA
Sewer ID
PipeID
P03443
Time
3:58 AM
Certificate
1234
System Owner
DOWNEY
Date Cleaned
Pre-Cleaning
Jetting
Media Label
Sewer Name
SEG#20
City
CITY OF DOWNEY
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary
Purpose
Post-Rehabilitation Survey
Project
JOB#936 COUNTY SAN. DIST. DOWNEY TRUNK SEWER
Material
Concrete Pipe (non-reinforced)
Lining Method
Cured in Place
Shape
Circular
Height
15 in.
Upstream MH
02-876
Downstream MH
02-875
Dir. of Survey
Downstream
Length Surveyed
318.2 ft.
Total Length
318.2 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
0
Overall Quick
Overall Rating
0
Pipe schematic from manhole 02-876 to 02-875
MH: 02-876MH: 02-875downstream0 ft. AMH - Upstream Manhole, Survey Begins - POST VIDEO16.2 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"58.7 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"105.3 ft. TFA - Tap Factory Made Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"148.8 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"170.2 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 5"318.2 ft. AMH - Downstream Manhole, Survey Ends - POST VIDEO

Observations (7)

DistanceCodeObservation
148.8TBA
105.3TFA
318.2AMHPOST VIDEO
58.7TBA
16.2TBA
0AMHPOST VIDEO
170.2TBA

Properties (3)

customer
DOWNEY
datetime
2019-08-08T03:58:25-07:00
is_lateral_inspection
false