Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 5, 2016, 10:16 AM
Date
07/05/2016
W/O
0574374
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00006
PipeID
P00211
Time
3:16 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6733
Sewer Name
08 FIGUEROA STREET TRUNK
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
18
Purpose
Routine Assessment
Project
20160705MDM_FIGUEROA_STREET_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
08 0155
Downstream MH
08 0154
Dir. of Survey
Downstream
Length Surveyed
372.6 ft.
Total Length
372.6 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2E1D
O&M Rating
81
Overall Index
2
Overall Quick
—
Overall Rating
81
Pipe schematic from manhole 08 0155 to 08 0154
MH: 08 0155MH: 08 0154downstream0 ft. MWL - Water Level, 0 %of cross sectional area - DRY LINE0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:30AM36.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start - 4%58.9 ft. MGO - General Observation - 12" VCP64.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish - 4%74.4 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - 5%102.8 ft. RFB - Roots Fine Barrell, from 07 to 05 o'clock, within 8 inches of joint: YES - 4%102.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB129.5 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start - 5%173 ft. RFJ - Roots Fine Joint, from 07 to 11 o'clock, within 8 inches of joint: YESR - 10%200.4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN207.1 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Finish - 5%233.6 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - SLUDGE NO FLOW303.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB372.1 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE NO FLOW372.6 ft. AMH - Downstream Manhole, Survey Ends - 5:15AM

Observation photos (2)

  • General Observation - 12" VCP

    58.9 ft. - General Observation - 12" VCP

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start - 5%

    129.5 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start - 5%

All inspections of P00211Work order 0574374

Observations (17)

DistanceCodeObservation
372.6AMH5:15AM
0MWLDRY LINE
129.5RFJ5%
200.4TFOPEN
0MWM—
303.2TFCSTUB
74.4RFJ5%
207.1RFJ5%
372.1DSZSLUDGE NO FLOW
64.2RFJ4%
0AMH4:30AM
36.9RFJ4%
102.8RFB4%
102.8TFCSTUB
233.6DSZSLUDGE NO FLOW
58.9MGO12" VCP
173RFJ10%

Properties (3)

custom_field_two
4
customer
LACSD
datetime
2016-07-05T03:16:19-07:00