Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 16, 2016, 11:04 AM

  • 02 0096_02 0095_11162016_033932.mp4

Date
11/16/2016
W/O
0602393
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00237
PipeID
P02262
Time
3:04 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
HO342
Sewer Name
02 BELLFLOWER TRUNK
City
BELLFLOWER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
38
Purpose
Routine Assessment
Project
20161114MDM_BELLFLOWER_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
02 0095
Downstream MH
02 0096
Dir. of Survey
Upstream
Length Surveyed
333.6 ft.
Total Length
333.6 ft.
Structural Index
2
Structural Quick
3429
Structural Rating
30
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
2
Overall Quick
—
Overall Rating
32
Pipe schematic from manhole 02 0095 to 02 0096
MH: 02 0095MH: 02 0096upstream0 ft. AMH - Upstream Manhole, Survey Ends - 4:00AM0.5 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Capped18.5 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - H18.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H34.2 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL49.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped96.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES96.9 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active106.2 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - H116.6 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL127.3 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES - H137.1 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SL181 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H196.4 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - SLIGHT197.6 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open225.7 ft. MGO - General Observation - 18" VCP245.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped290.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6", 6" - Capped295.4 ft. FC - Fracture Circumferential, from 09 to 01 o'clock, within 8 inches of joint: YES - SL295.4 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - HAIRLINE321.1 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - SL326.1 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SLIGHT333.6 ft. AMH - Downstream Manhole, Survey Begins - 3:30AM333.6 ft. MWL - Water Level, 10 %of cross sectional area333.6 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active333.6 ft. MWM - Water Mark, 40 %of cross sectional area

Observation photos (1)

  • General Observation - 18" VCP

    107.9 ft. - General Observation - 18" VCP

All inspections of P02262Work order 0602393

Observations (26)

DistanceCodeObservation
299.4FCSL
7.5FCSLIGHT
196.5FCSL
333.6AMH4:00AM
283.8TFCCapped
12.5FCSL
315.1FCH
0AMH3:30AM
107.9MGO18" VCP
236.7DAGS—
137.2FCSLIGHT
217FCSL
38.2FCSL
315.1FLH
333.1MGOConn. @ Mh, 3 O' Clock. Capped
38.2FCHAIRLINE
0MWL—
236.7TFActive
88.2TFCCapped
152.6FLH
227.4FLH
42.8TFCCapped
0MGOConn. @ Mh, 3 O' Clock. Active
136TFOpen
0MWM—
206.3FLH

Properties (4)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2016-11-16T03:04:46-08:00