Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 30, 2017, 08:57 AM

  • F 0101_F 0100_30082017_021313.mp4

Date
08/30/2017
W/O
651793
Weather
Dry
Operator/Surveyor
KYLE A.
Sewer ID
Z00041
PipeID
P10231
Time
1:57 AM
Certificate
07009000
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4809
Sewer Name
F JOINT OUTFALL F - UNIT 5
City
NORWALK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
33
Purpose
Routine Assessment
Project
WO_651793_TV02237_AUG2017
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
F 0101
Downstream MH
F 0100
Dir. of Survey
Downstream
Length Surveyed
266.8 ft.
Total Length
266.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
2311
O&M Rating
7
Overall Index
2
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole F 0101 to F 0100
MH: F 0101MH: F 0100downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - f 01010 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 OCLOCK20.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start27.9 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start45.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO, Start104.6 ft. MGP - General Photograph200.1 ft. RFL - Roots Fine Lateral, at 03 o'clock200.1 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 6"245.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"263 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Finish263.1 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO, Finish263.1 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Finish266.8 ft. AMH - Downstream Manhole, Survey Ends - F 0100266.8 ft. MGO - General Observation - CONNECTION AT MH 3 OCLOCK

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start

    20.3 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: NO, Start

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO, Start

    45.1 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO, Start

  • General Photograph

    104.6 ft. - General Photograph

  • Roots Fine Lateral, at 03 o'clock

    200.1 ft. - Roots Fine Lateral, at 03 o'clock

All inspections of P10231Work order 651793

Observations (16)

DistanceCodeObservation
266.8AMHF 0100
245.9TFC—
200.1RFL—
27.9DSF—
200.1TF—
0MWL—
266.8MGOCONNECTION AT MH 3 OCLOCK
45.1DAE—
263DAGS—
263.1DAE—
0AMHf 0101
0MWM—
20.3DAGS—
104.6MGP—
263.1DSF—
0MGOCONNECTION AT MH 3 OCLOCK

Properties (5)

additional_info
SC353041
custom_field_two
4
customer
LACSD
datetime
2017-08-30T01:57:20-07:00
sewer_category
Gravity