Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 7, 2014, 08:08 AM

  • 02 1951_02 1950_20141107_003437.mp4

Date
11/07/2014
W/O
470390
Weather
Dry
Operator/Surveyor
ERU
Sewer ID
Z00298
PipeID
P04326
Time
12:08 AM
Certificate
123456
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K1842
Sewer Name
02 OLD RIVER SCHOOL ROAD RELIEF TRUNK, SECTION 5
City
DOWNEY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
27
Purpose
Routine Assessment
Project
WO470390_TV02258
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
02 1951
Downstream MH
02 1950
Dir. of Survey
Downstream
Length Surveyed
369.1 ft.
Total Length
369.1 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2M13
O&M Rating
147
Overall Index
2
Overall Quick
—
Overall Rating
147
Pipe schematic from manhole 02 1951 to 02 1950
MH: 02 1951MH: 02 1950downstream0 ft. AMH - Upstream Manhole, Survey Begins - 00240 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area5.8 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start217.7 ft. RFJ - Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR276.6 ft. RFJ - Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR322.1 ft. RFJ - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR365.9 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish369.1 ft. AMH - Downstream Manhole, Survey Ends - 0034

Observation photos (4)

  • Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    5.8 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR

    217.7 ft. - Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR

    276.6 ft. - Roots Fine Joint, at 11 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR

    322.1 ft. - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YESR

All inspections of P04326Work order 470390

Observations (9)

DistanceCodeObservation
276.6RFJ—
217.7RFJ—
5.8DAGS—
0AMH0024
365.9DAGS—
0MWM—
369.1AMH0034
322.1RFJ—
0MWL—

Properties (6)

custom_field_two
4
customer
LACSD
datetime
2014-11-07T00:08:47-08:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
19730802