Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 21, 2018, 09:35 AM
  • E 0126_G 0094_09212018_023607.mp4

Date
09/21/2018
W/O
724206
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00027
PipeID
P07608
Time
2:35 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6038
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
WO_724206_TV30070_SEP2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Width
42 in.
Upstream MH
E 0126
Downstream MH
G 0094
Dir. of Survey
Downstream
Length Surveyed
18.5 ft.
Total Length
18.5 ft.
Structural Index
3
Structural Quick
5233
Structural Rating
25
O&M Index
3
O&M Quick
4123
O&M Rating
10
Overall Index
3
Overall Quick
Overall Rating
35
Pipe schematic from manhole E 0126 to G 0094
MH: E 0126MH: G 0094downstream0 ft. AMH - Upstream Manhole, Survey Begins - E 01260 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start12 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start18.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish18.5 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish18.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish18.5 ft. MGO - General Observation - STOP LOG CONNECTION AT MH 12 O'CLOCK18.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish18.5 ft. AMH - Downstream Manhole, Survey Ends - G 0094

Observation photos (4)

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

    2 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

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

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

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

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

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

Observations (14)

DistanceCodeObservation
18.5SAP
18.5SRV
2SSS
18.5DAGS
0AMHE 0126
12SRV
0MWL
18.5MGOSTOP LOG CONNECTION AT MH 12 O'CLOCK
18.5SSS
0MGOACTIVE CONNECTION AT MH 3 O'CLOCK
18.5AMHG 0094
0MWM
2DAGS
2SAP

Properties (4)

additional_info
SC364836
custom_field_two
2
customer
LACSD
datetime
2018-09-21T02:35:52-07:00