Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 13, 2021, 04:36 AM

  • C 0291_C 0290_04122021_215303.mp4

Date
04/12/2021
W/O
885817
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00134
PipeID
P09751
Time
9:36 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K8727
Sewer Name
C JOINT OUTFALL C - UNIT 6E
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
06
Purpose
Routine Assessment
Project
RFIR_WO_885817_TV19035_APR2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
27 in.
Upstream MH
C 0291
Downstream MH
C 0290
Dir. of Survey
Downstream
Length Surveyed
336.6 ft.
Total Length
336.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
2
Pipe schematic from manhole C 0291 to C 0290
MH: C 0291MH: C 0290downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 02912.1 ft. MGO - General Observation - MAG COAT47.4 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES82.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"91.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"131.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"139.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"179.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"187.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"276.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"283.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"336.6 ft. AMH - Downstream Manhole, Survey Ends - C 0290

Observation photos (1)

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

    47.4 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 01 to 04 o'clock, , within 8 inches of joint: YES

All inspections of P09751Work order 885817

Observations (14)

DistanceCodeObservation
336.6AMHC 0290
276.2TFC—
0MWL—
0MWM—
283.9TFC—
82.9TFC—
2.1MGOMAG COAT
179.2TFC—
91.3TFC—
0AMHC 0291
187.3TFC—
131.3TFC—
47.4DAE—
139.3TFC—

Properties (7)

additional_info
630074041221201
custom_field_three
NO SEVERE DEFECTS
custom_field_two
3
customer
1
datetime
2021-04-12T21:36:16-07:00
documentation
PROPIPE
is_lateral_inspection
false