Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 22, 2020, 11:40 AM

  • H 0677_H 0676_06222020_045103.mp4

Date
06/22/2020
W/O
833503
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00941
PipeID
P11084
Time
4:40 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7803
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
PICO RIVERA
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
03
Purpose
Routine Assessment
Project
RFIR_WO_833503_TV18106_JUN2020
Sewer Type
Siphon
Material
NRCP
Shape
Circular
Height
25 in.
Width
25 in.
Upstream MH
H 0676
Downstream MH
H 0677
Dir. of Survey
Upstream
Length Surveyed
69.6 ft.
Total Length
69.6 ft.
Structural Index
3
Structural Quick
3D2B
Structural Rating
102
O&M Index
2
O&M Quick
432B
O&M Rating
38
Overall Index
3
Overall Quick
—
Overall Rating
140
Pipe schematic from manhole H 0676 to H 0677
MH: H 0676MH: H 0677upstream0 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE0 ft. MSA - Survey Abandoned - VIEW OF SIPHON UPLEG0 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.1 ft. LU - Alignment Up, 45 %0.2 ft. MMC - Material Change, Vitrified clay pipe0.2 ft. JSM - Joint Separated Medium - BRICKWORK0.6 ft. LD - Alignment Down, 45 %2.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish61.9 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start66.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start66.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE67.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start67.6 ft. MGO - General Observation - 65% MAG COAT69.6 ft. AMH - Downstream Manhole, Survey Begins - H 067669.6 ft. MWM - Water Mark, 30 %of cross sectional area69.6 ft. MWL - Water Level, 25 %of cross sectional area

Observation photos (4)

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

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

  • Deposits Settled Other, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    3.4 ft. - Deposits Settled Other, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

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

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

  • Joint Separated Medium - BRICKWORK

    69.4 ft. - Joint Separated Medium - BRICKWORK

All inspections of P11084Work order 833503

Observations (17)

DistanceCodeObservation
7.7SAV—
69LD—
2SSS—
69.6DSZSLUDGE
0AMHH 0676
3.4SAP—
69.6MSAVIEW OF SIPHON UPLEG
69.4MMC—
69.6SAV—
0MWM—
69.6SAP—
3.4DSZSLUDGE
0MWL—
69.4JSMBRICKWORK
2MGO65% MAG COAT
69.5LU—
67SSS—

Properties (8)

additional_info
SC411613
custom_field_three
SURFACE SPALLING
custom_field_two
2
customer
1
datetime
2020-06-22T04:40:55-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
30630