Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 5, 2019, 10:19 AM

  • 18 0082_18 0081 _06052019_033802.mp4

Date
06/05/2019
W/O
766605
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00698
PipeID
P13901
Time
3:19 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6559
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
WO_766605_TV18083_MAY2019
Sewer Type
Siphon
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0081
Downstream MH
18 0082
Dir. of Survey
Upstream
Length Surveyed
61.3 ft.
Total Length
61.3 ft.
Structural Index
3
Structural Quick
3D2A
Structural Rating
91
O&M Index
3
O&M Quick
4223
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
105
Pipe schematic from manhole 18 0081 to 18 0082
MH: 18 0081MH: 18 0082upstream0 ft. MSA - Survey Abandoned - VIEW OF THE UPLEG PIPE FROM THE D/S SIDE OF THE SI3.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish3.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish4.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish4.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES11.2 ft. MCU - Camera Underwater - DUE TO SIPHON UPLEG39.6 ft. MGO - General Observation - RESUMING AFTER RAISING CAMERA48.6 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES56.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start56.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start59.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start59.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start61.3 ft. MWM - Water Mark, 50 %of cross sectional area61.3 ft. MWL - Water Level, 45 %of cross sectional area61.3 ft. AMH - Downstream Manhole, Survey Begins - 18 008161.3 ft. MGO - General Observation - CONNECTION IN MH 9 OCLOCK/ACTIVE

Observation photos (4)

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start

    4.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

    12.7 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    56.3 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

All inspections of P13901Work order 766605

Observations (17)

DistanceCodeObservation
2CM—
12.7DAE—
4.5SAP—
58.2DAGS—
56.3FL—
0MWM—
50.1MCUDUE TO SIPHON UPLEG
58.2SAP—
21.7MGORESUMING AFTER RAISING CAMERA
0MWL—
2SSS—
4.5DAGS—
57SSS—
57CM—
0AMH18 0081
0MGOCONNECTION IN MH 9 OCLOCK/ACTIVE
61.3MSAVIEW OF THE UPLEG PIPE FROM THE D/S SIDE OF THE SI

Properties (6)

additional_info
SC377681
custom_field_two
5
customer
LACSD
datetime
2019-06-05T03:19:33-07:00
documentation
PROPIPE
is_lateral_inspection
false