Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 7, 2019, 04:55 AM
  • H 0727_H 0726 _06082019_222826.mp4

Date
08/06/2019
W/O
776981
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00941
PipeID
P11136
Time
9:55 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6754
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
BASSET
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
30
Purpose
Routine Assessment
Project
RFIR_WO_776981_TV22077_JUL2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
28 in.
Width
28 in.
Upstream MH
H 0727
Downstream MH
H 0726
Dir. of Survey
Downstream
Length Surveyed
819.8 ft.
Total Length
819.8 ft.
Structural Index
3
Structural Quick
3`2`
Structural Rating
815
O&M Index
3
O&M Quick
413_
O&M Rating
810
Overall Index
3
Overall Quick
Overall Rating
1625
Pipe schematic from manhole H 0727 to H 0726
MH: H 0727MH: H 0726downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 07272 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 08 to 04 o'clock, within 8 inches of joint: YES, Start16.8 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - DEBRIS72.7 ft. MGO - General Observation - MAG COATING THROUGHOUT 50%818.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish818.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish818.3 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish818.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish819.8 ft. AMH - Downstream Manhole, Survey Ends - H 0726

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 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

  • General Observation - MAG COATING THROUGHOUT 50%

    72.7 ft. - General Observation - MAG COATING THROUGHOUT 50%

Observations (13)

DistanceCodeObservation
819.8AMHH 0726
0MWM
2SSS
818.3DAGS
818.3SAP
0MWL
2DAGS
818.3DSZ
818.3SSS
2SAP
72.7MGOMAG COATING THROUGHOUT 50%
16.8DSZDEBRIS
0AMHH 0727

Properties (6)

additional_info
SC378323
custom_field_two
2
customer
LACSD
datetime
2019-08-06T21:55:56-07:00
documentation
PRO PIPE
is_lateral_inspection
false