Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 4, 2018, 09:14 AM

  • H 0440_H 0439_04062018_023602.mp4

Date
06/04/2018
W/O
701117
Weather
Dry
Operator/Surveyor
K. ADAME
Sewer ID
Z00180
PipeID
P10895
Time
2:14 AM
Certificate
U-0817-07009000
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5633
Sewer Name
H JOINT OUTFALL H - UNIT 5D
City
SOUTH EL MONTE, CA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
28
Purpose
Routine Assessment
Project
WO_701117_TV15196_MAY2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
H 0440
Downstream MH
H 0439
Dir. of Survey
Downstream
Length Surveyed
436.6 ft.
Total Length
436.6 ft.
Structural Index
1
Structural Quick
1100
Structural Rating
1
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
3
Pipe schematic from manhole H 0440 to H 0439
MH: H 0440MH: H 0439downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 04400 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2.1 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start2.1 ft. MGO - General Observation - MAGNESIUM COATING START23.8 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"117.6 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"146.7 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"288.7 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"305.9 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"376.4 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 6"387.6 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"434.8 ft. MGO - General Observation - MAGNESIUM COATING END434.8 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish436.6 ft. MGO - General Observation - CONNECTION AT MH 9 OCLOCK436.6 ft. AMH - Downstream Manhole, Survey Ends - H 0439

Observation photos (1)

  • Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    2.1 ft. - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

All inspections of P10895Work order 701117

Observations (16)

DistanceCodeObservation
2.1SRI—
117.6TB—
436.6MGOCONNECTION AT MH 9 OCLOCK
0AMHH 0440
288.7TB—
0MWM—
434.8MGOMAGNESIUM COATING END
146.7TB—
436.6AMHH 0439
2.1MGOMAGNESIUM COATING START
376.4TB—
0MWL—
23.8TBC—
434.8SRI—
305.9TB—
387.6TB—

Properties (4)

additional_info
SC359188
custom_field_two
3
customer
LACSD
datetime
2018-06-04T02:14:32-07:00