Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 7, 2016, 08:58 AM

  • 02 0351_02 0350 _070716_015849.mp4

Date
07/07/2016
W/O
574757
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00259
PipeID
P02665
Time
1:58 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3560
Sewer Name
02 EAST COMPTON BOULEVARD RELIEF TRUNK
City
BELLFLOWER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
33
Purpose
Routine Assessment
Project
WO_574757_TV02059_JUNE2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
02 0351
Downstream MH
02 0350
Dir. of Survey
Downstream
Length Surveyed
405.4 ft.
Total Length
405.4 ft.
Structural Index
3
Structural Quick
3400
Structural Rating
12
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 02 0351 to 02 0350
MH: 02 0351MH: 02 0350downstream0 ft. AMH - Upstream Manhole, Survey Begins - 02 03510 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. MWL - Water Level, 5 %of cross sectional area15.5 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO82.3 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES89.2 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES101.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start107.4 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES194 ft. CM - Crack Multiple, from 12 to 05 o'clock, within 8 inches of joint: YES266.1 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish390.8 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES400.7 ft. CM - Crack Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES405.4 ft. AMH - Downstream Manhole, Survey Ends - 02 0350 ZOOMED IN

Observation photos (8)

  • Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

    15.5 ft. - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

    82.3 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

    89.2 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    101.3 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

    107.4 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 12 to 05 o'clock, within 8 inches of joint: YES

    194 ft. - Crack Multiple, from 12 to 05 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

    390.8 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES

    400.7 ft. - Crack Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES

All inspections of P02665Work order 574757

Observations (13)

DistanceCodeObservation
89.2RFJ—
107.4CM—
405.4AMH02 0350 ZOOMED IN
0AMH02 0351
390.8CM—
194CM—
101.3RFJ—
82.3RFJ—
0MWM—
15.5DSF—
266.1RFJ—
0MWL—
400.7CM—

Properties (6)

additional_info
SC305866
custom_field_two
3
customer
LACSD
datetime
2016-07-07T01:58:20-07:00
documentation
PROPIPE
is_lateral_inspection
false