Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 15, 2018, 09:20 AM
  • H 0292_H 0291 _15102018_022103.mp4

Date
10/15/2018
W/O
729712
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00174
PipeID
P10747
Time
2:20 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6149
Sewer Name
H JOINT OUTFALL H - UNIT 3
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
24
Purpose
Routine Assessment
Project
WO_729712_TV02323_OCT2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
H 0291
Downstream MH
H 0292
Dir. of Survey
Upstream
Length Surveyed
479.3 ft.
Total Length
479.3 ft.
Structural Index
4
Structural Quick
5O3R
Structural Rating
695
O&M Index
3
O&M Quick
3R00
O&M Rating
285
Overall Index
4
Overall Quick
Overall Rating
980
Pipe schematic from manhole H 0291 to H 0292
MH: H 0291MH: H 0292upstream0 ft. AMH - Upstream Manhole, Survey Ends - H 02920.1 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish0.1 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish0.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish11.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"329.8 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start397.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish477.2 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start - HEAVY SLUDGE477.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start477.2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start479.3 ft. MWM - Water Mark, 25 %of cross sectional area479.3 ft. MWL - Water Level, 5 %of cross sectional area479.3 ft. AMH - Downstream Manhole, Survey Begins - H 0291

Observation photos (4)

  • Deposits Settled Other,  20 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: YES, Start - HEAVY SLUDGE

    2.1 ft. - Deposits Settled Other, 20 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start - HEAVY SLUDGE

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.1 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    2.1 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    149.5 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

Observations (13)

DistanceCodeObservation
479.2DSZ
467.4TFC
2.1DSZHEAVY SLUDGE
0MWM
81.4SRV
2.1SAP
479.2SRV
149.5SRV
0MWL
479.3AMHH 0292
0AMHH 0291
479SAP
2.1SRV

Properties (4)

additional_info
SC365216
custom_field_two
2
customer
LACSD
datetime
2018-10-15T02:20:29-07:00