Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 24, 2019, 07:46 AM

  • H 0429_H 0428_24072019_010411.mp4

Date
07/24/2019
W/O
777336
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00180
PipeID
P10884
Time
12:46 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6645
Sewer Name
H JOINT OUTFALL H - UNIT 5D
City
SOUTH EL MONTE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
28
Purpose
Routine Assessment
Project
WO_777336_TV15113_JUL2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
H 0429
Downstream MH
H 0428
Dir. of Survey
Downstream
Length Surveyed
389.1 ft.
Total Length
389.1 ft.
Structural Index
3
Structural Quick
3N2N
Structural Rating
385
O&M Index
2
O&M Quick
2]00
O&M Rating
298
Overall Index
2
Overall Quick
—
Overall Rating
683
Pipe schematic from manhole H 0429 to H 0428
MH: H 0429MH: H 0428downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 04292 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start28.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS58.8 ft. MGO - General Observation - MAG COATING THROUGHOUT137.1 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"300.4 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"387.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish387.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish387.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish387.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish389.1 ft. AMH - Downstream Manhole, Survey Ends - H 0428389.1 ft. MGO - General Observation - COCKROACHES IN MANHOLE

Observation photos (4)

  • 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

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

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

  • 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

  • General Observation - COCKROACHES IN MANHOLE

    389.1 ft. - General Observation - COCKROACHES IN MANHOLE

All inspections of P10884Work order 777336

Observations (16)

DistanceCodeObservation
387.2SAP—
387.2SSS—
300.4TBA—
387.2DSZ—
2SAP—
0MWL—
2DAGS—
58.8MGOMAG COATING THROUGHOUT
28.5DSZDEBRIS
389.1AMHH 0428
0MWM—
2SSS—
0AMHH 0429
389.1MGOCOCKROACHES IN MANHOLE
387.2DAGS—
137.1TBA—

Properties (6)

additional_info
SC378312
custom_field_two
3
customer
LACSD
datetime
2019-07-24T00:46:57-07:00
documentation
PRO PIPE
is_lateral_inspection
false