Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 2, 2017, 09:33 AM

  • J 0007_J 0006 _20170802_041351.mp4

Date
08/02/2017
W/O
646290
Weather
Dry
Operator/Surveyor
JUAN B
Sewer ID
Z00060
PipeID
P21400
Time
2:33 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K4675
Sewer Name
J JOINT OUTFALL J - UNIT 2A
City
HARBOR CITY
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
16
Purpose
Routine Assessment
Project
WO_646290_TV08100_JUL2017
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
J 0007
Downstream MH
J 0006
Dir. of Survey
Downstream
Length Surveyed
413.6 ft.
Total Length
413.6 ft.
Structural Index
3
Structural Quick
3O2O
Structural Rating
405
O&M Index
2
O&M Quick
412O
O&M Rating
166
Overall Index
2
Overall Quick
—
Overall Rating
571
Pipe schematic from manhole J 0007 to J 0006
MH: J 0007MH: J 0006downstream0 ft. AMH - Upstream Manhole, Survey Begins - J 00070 ft. MWL - Water Level, 45 %of cross sectional area0 ft. MWM - Water Mark, 55 %of cross sectional area7.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.9 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start48.1 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 8"65.1 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 8"228.9 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 10"228.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 12"250.8 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 12"377.1 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 8"413.6 ft. AMH - Downstream Manhole, Survey Ends - J 0006413.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish413.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish413.6 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

Observation photos (3)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    7.9 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    7.9 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    7.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

All inspections of P21400Work order 646290

Observations (16)

DistanceCodeObservation
0AMHJ 0007
413.6AMHJ 0006
413.6DAGS—
0MWL—
413.6SSS—
7.9SSS—
7.9SAV—
0MWM—
7.9DAGS—
228.9TB—
413.6SAV—
65.1TFA—
377.1TFA—
228.9TB—
250.8TBA—
48.1TF—

Properties (4)

additional_info
SC345613
custom_field_two
3
customer
LACSD
datetime
2017-08-02T02:33:32-07:00