Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 6, 2019, 09:44 AM
  • SEG#3_SEG#3_02-891_02-890_C_SI_Memo.mpg

Date
08/06/2019
W/O
764312
Weather
Dry
Operator/Surveyor
O.QUEZADA
Sewer ID
PipeID
P03460
Time
2:44 AM
Certificate
1234
System Owner
DOWNEY
Date Cleaned
Pre-Cleaning
Jetting
Media Label
Sewer Name
SEG#3
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
02-891
Downstream MH
02-890
Dir. of Survey
Downstream
Length Surveyed
318.7 ft.
Total Length
318.7 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 02-891 to 02-890
MH: 02-891MH: 02-890downstream0 ft. AMH - Upstream Manhole, Survey Begins - POST VIDEO69.8 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"146.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"196.1 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"237.3 ft. TFA - Tap Factory Made Active, at 11 o'clock, -, within 8 inches of joint: YES, 6"298 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"318.7 ft. AMH - Downstream Manhole, Survey Ends - POST VIDEO

Observations (7)

DistanceCodeObservation
146.5TBA
237.3TFA
318.7AMHPOST VIDEO
298TBA
0AMHPOST VIDEO
69.8TBA
196.1TFA

Properties (3)

customer
DOWNEY
datetime
2019-08-06T02:44:26-07:00
is_lateral_inspection
false