Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 3, 2019, 07:35 AM
  • E 0023_E 0022_10032019_004816.mp4

Date
10/03/2019
W/O
787679
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00027
PipeID
P07604
Time
12:35 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K7055
Sewer Name
E JOINT OUTFALL E - UNIT 1
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
20
Purpose
Routine Assessment
Project
RFIR_WO_787679_TV30070_SEP2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Width
42 in.
Upstream MH
E 0023
Downstream MH
E 0022
Dir. of Survey
Downstream
Length Surveyed
398 ft.
Total Length
398 ft.
Structural Index
3
Structural Quick
3O2O
Structural Rating
390
O&M Index
2
O&M Quick
2W00
O&M Rating
244
Overall Index
2
Overall Quick
Overall Rating
634
Pipe schematic from manhole E 0023 to E 0022
MH: E 0023MH: E 0022downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - E 00230 ft. MWL - Water Level, 15 %of cross sectional area3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start3.3 ft. MGO - General Observation - MAG COATING THROUGHOUT PIPE3.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start180.9 ft. DSC - Deposits Settled Compacted, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start318 ft. MGO - General Observation - CAMERA UNSTABLE DUE TO DEBRIS395.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish395.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish395.1 ft. DSC - Deposits Settled Compacted, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish397 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish398 ft. AMH - Downstream Manhole, Survey Ends - E 0022398 ft. MGO - General Observation - CONNECTION AT 9 O'CLOCK

Observation photos (3)

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

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

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

    3.3 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

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

Observations (15)

DistanceCodeObservation
3.3MGOMAG COATING THROUGHOUT PIPE
3DAGS
0MWM
180.9DSC
318MGOCAMERA UNSTABLE DUE TO DEBRIS
3.3SAP
398AMHE 0022
3.3SSS
0AMHE 0023
397DAGS
398MGOCONNECTION AT 9 O'CLOCK
395.1SAP
395.1SSS
395.1DSC
0MWL

Properties (6)

additional_info
SC378655
custom_field_two
3
customer
LACSD
datetime
2019-10-03T00:35:55-07:00
documentation
PROPIPE
is_lateral_inspection
false