Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 27, 2021, 08:52 AM

  • J 0005_J 0004_07272021_023440.mp4

Date
07/27/2021
W/O
901694
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00060
PipeID
P11593
Time
1:52 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9046
Sewer Name
J JOINT OUTFALL J - UNIT 2A
City
HARBOR CITY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
13
Purpose
Routine Assessment
Project
RFIR_WO_901694_TV08171_JUL2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Width
57 in.
Upstream MH
J 0005
Downstream MH
J 0004
Dir. of Survey
Downstream
Length Surveyed
641.3 ft.
Total Length
641.3 ft.
Structural Index
3
Structural Quick
3X2A
Structural Rating
397
O&M Index
2
O&M Quick
2X00
O&M Rating
254
Overall Index
2
Overall Quick
—
Overall Rating
651
Pipe schematic from manhole J 0005 to J 0004
MH: J 0005MH: J 0004downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK - UNKNOWN FLOW STATUS0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - J 00052 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING THROUGHOUT11.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start578.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"581.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start637.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish637.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish637.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish640 ft. MGO - General Observation - POSSIBLE CONN. (RAGS PRESENT) @ D/S MH - 9 O'CLK.641 ft. MGO - General Observation - DROP CONN. @ D/S MH - 3 O'CLK.641.3 ft. AMH - Downstream Manhole, Survey Ends - J 0004

Observation photos (4)

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

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

  • General Observation - MAG COATING THROUGHOUT

    2 ft. - General Observation - MAG COATING THROUGHOUT

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    11.9 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    581.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

All inspections of P11593Work order 901694

Observations (15)

DistanceCodeObservation
637.3SSS—
0MWM—
637.3SAP—
0MGOCONNECTION AT MH 3 O'CLOCK - UNKNOWN FLOW STATUS
578.1TBA—
641.3AMHJ 0004
11.9SAP—
581.8SSS—
637.3DAGS—
0MWL—
640MGOPOSSIBLE CONN. (RAGS PRESENT) @ D/S MH - 9 O'CLK.
2DAGS—
0AMHJ 0005
2MGOMAG COATING THROUGHOUT
641MGODROP CONN. @ D/S MH - 3 O'CLK.

Properties (7)

additional_info
630069072621202
custom_field_three
SPALLING/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2021-07-27T01:52:27-07:00
documentation
PRO PIPE
is_lateral_inspection
false