Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 19, 2016, 11:03 AM
Date
07/19/2016
W/O
574316
Weather
Dry
Operator/Surveyor
J. HARTOOG
Sewer ID
Z00294
PipeID
P03289
Time
4:03 AM
Certificate
U-507-3386
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K3657
Sewer Name
02 OLD RIVER SCHOOL ROAD TRUNK, SECTS 1&2
City
DOWNEY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
26
Purpose
Routine Assessment
Project
WO_574316_TV02111_JUNE2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
02 0734
Downstream MH
02 0733
Dir. of Survey
Downstream
Length Surveyed
190.2 ft.
Total Length
190.2 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2111
O&M Rating
3
Overall Index
2
Overall Quick
—
Overall Rating
5
Pipe schematic from manhole 02 0734 to 02 0733
MH: 02 0734MH: 02 0733downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 07340 ft. MWL - Water Level, 5 %of cross sectional area0 ft. VC - Vermin Cockroach0 ft. MGO - General Observation - CONNECTION AT THE MH 3 & 9 O'CLOCK ACTIVE0 ft. MWM - Water Mark, 10 %of cross sectional area2.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start21 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 4"23.5 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: NO, 4"25.3 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES126.3 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: NO, 4"126.8 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 4"129.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"139.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4", 4"141.5 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"187.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish190.2 ft. AMH - Downstream Manhole, Survey Ends - 02 0733

Observation photos (6)

  • Water Level, 5 %of cross sectional area

    0 ft. - Water Level, 5 %of cross sectional area

  • Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    25.3 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES

  • Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 4"

    126.8 ft. - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 4"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4", 4"

    139.8 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4", 4"

  • Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"

    141.5 ft. - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

    187.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

All inspections of P03289Work order 574316

Observations (16)

DistanceCodeObservation
23.5TFC—
0AMH02 0734
126.3TFC—
25.3CL—
129.2TFC—
126.8TBA—
21TFC—
190.2AMH02 0733
0MWL—
139.8TBA—
0VC—
0MGOCONNECTION AT THE MH 3 & 9 O'CLOCK ACTIVE
2.1DAGS—
0MWM—
141.5TB—
187.5DAGS—

Properties (4)

additional_info
SC305536
custom_field_two
4
customer
LACSD
datetime
2016-07-19T04:03:00-07:00