Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 3, 2019, 08:33 AM

  • E 0022_E 0021_10032019_014944.mp4

Date
10/03/2019
W/O
787679
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00027
PipeID
P07603
Time
1:33 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 0022
Downstream MH
E 0021
Dir. of Survey
Downstream
Length Surveyed
416.3 ft.
Total Length
416.3 ft.
Structural Index
3
Structural Quick
3O2N
Structural Rating
389
O&M Index
2
O&M Quick
2_11
O&M Rating
325
Overall Index
2
Overall Quick
—
Overall Rating
714
Pipe schematic from manhole E 0022 to E 0021
MH: E 0022MH: E 0021downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - E 00220 ft. MWL - Water Level, 15 %of cross sectional area0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start6.4 ft. MGO - General Observation - MAG COATING THROUGHOUT PIPE6.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start19.4 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start46.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start99.6 ft. MGO - General Observation - CAMERA UNSTABLE DUE TO DEBRIS224.2 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"412.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish412.8 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish412.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish416 ft. VC - Vermin Cockroach, within 8 inches of joint: YES - IN MH416 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish416.3 ft. AMH - Downstream Manhole, Survey Ends - E 0021

Observation photos (3)

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

    6.4 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

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

  • Vermin Cockroach, within 8 inches of joint: YES - IN MH

    416 ft. - Vermin Cockroach, within 8 inches of joint: YES - IN MH

All inspections of P07603Work order 787679

Observations (16)

DistanceCodeObservation
6.4MGOMAG COATING THROUGHOUT PIPE
6.4SAP—
0MWM—
416.3AMHE 0021
99.6MGOCAMERA UNSTABLE DUE TO DEBRIS
412.8SAP—
0AMHE 0022
0MWL—
412.8DSC—
416VCIN MH
0DAGS—
46.6SSS—
412.8SSS—
19.4DSC—
416DAGS—
224.2TBA—

Properties (6)

additional_info
SC378655
custom_field_two
3
customer
LACSD
datetime
2019-10-03T01:33:27-07:00
documentation
PROPIPE
is_lateral_inspection
false