Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 3, 2017, 07:28 AM

  • J 0003A_J 0002_20170803_021906.mp4

Date
08/03/2017
W/O
646290
Weather
Dry
Operator/Surveyor
JUAN B
Sewer ID
Z00060
PipeID
P11591
Time
12:28 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K4676
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.
13
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 0003A
Downstream MH
J 0002
Dir. of Survey
Downstream
Length Surveyed
1049.1 ft.
Total Length
1049.1 ft.
Structural Index
3
Structural Quick
3i2i
Structural Rating
1040
O&M Index
2
O&M Quick
412i
O&M Rating
421
Overall Index
2
Overall Quick
—
Overall Rating
1461
Pipe schematic from manhole J 0003A to J 0002
MH: J 0003AMH: J 0002downstream0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - J 0003A0 ft. MWL - Water Level, 50 %of cross sectional area7.8 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start7.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start275.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"409.7 ft. RPP - Repair Patch, from 09 to 03 o'clock, within 8 inches of joint: NO - RCP577.6 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"751.4 ft. LR - Alignment Right, 10 %995.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 10"1049.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish1049.1 ft. AMH - Downstream Manhole, Survey Ends - J 00021049.1 ft. MGO - General Observation - MH J 03 DOES NOT EXIST1049.1 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1049.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1049.1 ft. MGO - General Observation - CONNECTION AT 9 OC

Observation photos (4)

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

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

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

    7.8 ft. - Surface Spalling, 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

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

  • Repair Patch, from 09 to 03 o'clock, within 8 inches of joint: NO - RCP

    409.7 ft. - Repair Patch, from 09 to 03 o'clock, within 8 inches of joint: NO - RCP

All inspections of P11591Work order 646290

Observations (17)

DistanceCodeObservation
7.8SAV—
275.8TBA—
1049.1DAGS—
1049.1AMHJ 0002
995.8TBA—
409.7RPPRCP
1049.1MGOMH J 03 DOES NOT EXIST
0MWM—
1049.1SAV—
577.6TFA—
7.8SSS—
0AMHJ 0003A
751.4LR—
1049.1SSS—
1049.1MGOCONNECTION AT 9 OC
7.8DAGS—
0MWL—

Properties (4)

additional_info
SC345614
custom_field_two
3
customer
LACSD
datetime
2017-08-03T00:28:29-07:00