Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 19, 2016, 08:21 AM

  • H 1413_H 1412 _19082016_012222.mp4

Date
08/19/2016
W/O
585476
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z01204
PipeID
P16284
Time
1:21 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3569
Sewer Name
H JOINT OUTFALL H - UNIT 8M
City
WEST COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
30
Purpose
Routine Assessment
Project
WO_585476_TV22034_AUG2016
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Width
30 in.
Upstream MH
H 1413
Downstream MH
H 1412
Dir. of Survey
Downstream
Length Surveyed
265.5 ft.
Total Length
265.6 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
2E00
O&M Rating
62
Overall Index
2
Overall Quick
—
Overall Rating
65
Pipe schematic from manhole H 1413 to H 1412
MH: H 1413MH: H 1412downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 14130 ft. MWL - Water Level, 15 %of cross sectional area2.8 ft. MGO - General Observation - MAG COAT 80%26 ft. SAV - Surface Aggregate Visible, at 12 o'clock, within 8 inches of joint: NO59.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO116.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Start117.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"149.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"166.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"222.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"253.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"265.6 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK265.6 ft. AMH - Downstream Manhole, Survey Ends - H 1412265.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Finish

Observation photos (1)

  • Surface Aggregate Visible, at 12 o'clock, within 8 inches of joint: NO

    26 ft. - Surface Aggregate Visible, at 12 o'clock, within 8 inches of joint: NO

All inspections of P16284Work order 585476

Observations (15)

DistanceCodeObservation
253.7TFC—
149.1TFC—
2.8MGOMAG COAT 80%
265.6MGOLATERAL AT MH 9 OCLOCK
265.6AMHH 1412
0MWM—
59.6DSZ—
116.8DSZ—
0AMHH 1413
222.2TFC—
117.7TF—
0MWL—
166.2TFC—
26SAV—
265.6DSZ—

Properties (6)

additional_info
SC306153
custom_field_two
4
customer
LACSD
datetime
2016-08-19T01:21:52-07:00
documentation
PROPIPE
is_lateral_inspection
false