Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 9, 2019, 02:43 PM

  • H 0678_H 0677_08092019_074418.mp4

Date
08/09/2019
W/O
766531
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00941
PipeID
P11085
Time
7:43 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6741
Sewer Name
H JOINT OUTFALL H - UNIT 9B
City
PICO RIVERA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
01
Purpose
Routine Assessment
Project
WO_766531_TV18175_MAY2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
25 in.
Upstream MH
H 0677
Downstream MH
H 0678
Dir. of Survey
Upstream
Length Surveyed
214.1 ft.
Total Length
214.1 ft.
Structural Index
2
Structural Quick
312G
Structural Rating
87
O&M Index
2
O&M Quick
2G1A
O&M Rating
93
Overall Index
2
Overall Quick
—
Overall Rating
180
Pipe schematic from manhole H 0677 to H 0678
MH: H 0677MH: H 0678upstream0 ft. MSA - Survey Abandoned - DOWNWARD ALIGNMENT0.1 ft. LL - Alignment Left, 5 %, Finish0.1 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish0.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.1 ft. MGO - General Observation - APPEARS TO BE SIPHON DOWNLEG7.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 8"12.9 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: NO, 18"16.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES54.7 ft. LL - Alignment Left, 5 %, Start105.3 ft. MWL - Water Level, 50 %of cross sectional area136.4 ft. MGO - General Observation - MAG COATING ATTATCHED203.3 ft. DSC - Deposits Settled Compacted, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start209.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start214.1 ft. MWM - Water Mark, 40 %of cross sectional area214.1 ft. AMH - Downstream Manhole, Survey Begins - H 0677214.1 ft. MWL - Water Level, 35 %of cross sectional area

Observation photos (2)

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

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

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

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

All inspections of P11085Work order 766531

Observations (16)

DistanceCodeObservation
214LL—
159.4LL—
214DSC—
214SSS—
10.8DSC—
197.7SAP—
77.7MGOMAG COATING ATTATCHED
0MWM—
206.9TB—
0AMHH 0677
0MWL—
108.8MWL—
201.2TFC—
4.5SSS—
214.1MSADOWNWARD ALIGNMENT
214MGOAPPEARS TO BE SIPHON DOWNLEG

Properties (6)

additional_info
SC378240
custom_field_two
2
customer
LACSD
datetime
2019-08-09T07:43:07-07:00
documentation
PROPIPE
is_lateral_inspection
false