Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 2, 2016, 06:48 AM

  • 01 0015_01 0014_01112016_234924.mp4

Date
11/01/2016
W/O
602591
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00209
PipeID
P00680
Time
11:48 PM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3870
Sewer Name
01 HOOPER AVENUE-COMPTON CREEK TRUNK
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
16
Purpose
Routine Assessment
Project
WO_602591_TV01050_NOV2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
01 0015
Downstream MH
01 0014
Dir. of Survey
Downstream
Length Surveyed
575.1 ft.
Total Length
575.1 ft.
Structural Index
3
Structural Quick
3300
Structural Rating
9
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole 01 0015 to 01 0014
MH: 01 0015MH: 01 0014downstream0 ft. MWM - Water Mark, 10 %of cross sectional area0 ft. MGO - General Observation - ROACHES IN MH0 ft. MGO - General Observation - LINING CIPP0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 01 00150 ft. MGO - General Observation - LATERAL AT MH 9 OCLOCK MADE0 ft. MGO - General Observation - LATERAL AT MH 3 OCLOCK ACTIVE2.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start114.3 ft. LFW - Lining Failure Wrinkled, at 10 o'clock, within 8 inches of joint: YES, Start250.8 ft. LFW - Lining Failure Wrinkled, at 10 o'clock, within 8 inches of joint: YES, Finish288.7 ft. LFW - Lining Failure Wrinkled, at 03 o'clock, within 8 inches of joint: YES, Start314 ft. LFW - Lining Failure Wrinkled, at 03 o'clock, within 8 inches of joint: YES, Finish380.8 ft. LFW - Lining Failure Wrinkled, at 02 o'clock, within 8 inches of joint: YES, Start397.3 ft. LFW - Lining Failure Wrinkled, at 02 o'clock, within 8 inches of joint: YES, Finish571.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish575 ft. MGO - General Observation - ROACHES IN MH575.1 ft. AMH - Downstream Manhole, Survey Ends - 01 0014

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    2.2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Lining Failure Wrinkled, at 10 o'clock, within 8 inches of joint: YES, Start

    114.3 ft. - Lining Failure Wrinkled, at 10 o'clock, within 8 inches of joint: YES, Start

  • Lining Failure Wrinkled, at 03 o'clock, within 8 inches of joint: YES, Start

    288.7 ft. - Lining Failure Wrinkled, at 03 o'clock, within 8 inches of joint: YES, Start

  • Lining Failure Wrinkled, at 02 o'clock, within 8 inches of joint: YES, Start

    380.8 ft. - Lining Failure Wrinkled, at 02 o'clock, within 8 inches of joint: YES, Start

All inspections of P00680Work order 602591

Observations (17)

DistanceCodeObservation
0MWM—
575MGOROACHES IN MH
250.8LFW—
0MGOROACHES IN MH
288.7LFW—
0MGOLINING CIPP
314LFW—
0MWL—
380.8LFW—
571.4DAGS—
397.3LFW—
0AMH01 0015
575.1AMH01 0014
0MGOLATERAL AT MH 9 OCLOCK MADE
2.2DAGS—
0MGOLATERAL AT MH 3 OCLOCK ACTIVE
114.3LFW—

Properties (5)

additional_info
SC301950
custom_field_two
4
customer
LACSD
datetime
2016-11-01T23:48:59-07:00
sewer_category
Gravity