Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 10, 2020, 08:51 AM

  • G 0327_G 0326_07102020_020418.mp4

Date
07/10/2020
W/O
838752
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z01247
PipeID
P01763
Time
1:51 AM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7827
Sewer Name
G JOINT OUTFALL G - UNIT 9 TRUNK
City
SOUTH GATE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
11
Purpose
Routine Assessment
Project
RFIR_WO_838752_TV01202_JUL2020
Sewer Type
Gravity
Material
RCP-CTL
Shape
Circular
Height
30 in.
Width
39 in.
Upstream MH
G 0327
Downstream MH
G 0326
Dir. of Survey
Downstream
Length Surveyed
344.8 ft.
Total Length
344.8 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
2W00
O&M Rating
238
Overall Index
2
Overall Quick
—
Overall Rating
241
Pipe schematic from manhole G 0327 to G 0326
MH: G 0327MH: G 0326downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - G 03272.5 ft. MGO - General Observation - MAG COATING ATTATCHED3 ft. DSC - Deposits Settled Compacted, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start91.9 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start284.7 ft. SZ - Surface Other, at 10 o'clock, within 8 inches of joint: NO - MISSING TILE284.7 ft. SAP - Surface Aggregate Projecting, at 10 o'clock, within 8 inches of joint: YES344.8 ft. AMH - Downstream Manhole, Survey Ends - G 0326344.8 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish344.8 ft. MGO - General Observation - CONNECTION AT MH, 3 AND 9 O'CLOCK344.8 ft. DSC - Deposits Settled Compacted, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (4)

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    91.9 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

  • Surface Other, at 10 o'clock, within 8 inches of joint: NO - MISSING TILE

    284.7 ft. - Surface Other, at 10 o'clock, within 8 inches of joint: NO - MISSING TILE

  • Surface Aggregate Projecting, at 10 o'clock, within 8 inches of joint: YES

    284.7 ft. - Surface Aggregate Projecting, at 10 o'clock, within 8 inches of joint: YES

All inspections of P01763Work order 838752

Observations (12)

DistanceCodeObservation
0MWL—
344.8AMHG 0326
0MWM—
284.7SZMISSING TILE
284.7SAP—
0AMHG 0327
344.8DAE—
3DSC—
91.9DAE—
344.8MGOCONNECTION AT MH, 3 AND 9 O'CLOCK
2.5MGOMAG COATING ATTATCHED
344.8DSC—

Properties (8)

additional_info
SC411637
custom_field_three
AGGREGATE PROJECTING, MISSING TILE
custom_field_two
2
customer
1
datetime
2020-07-10T01:51:44-07:00
documentation
PROPIPE
is_lateral_inspection
false
year_laid
10286