Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 22, 2017, 09:05 AM

  • 02 0317_02 0316_6222017_021739.mp4

Date
06/22/2017
W/O
0647471
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00251
PipeID
P02631
Time
2:05 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0570
Sewer Name
02 DOWNEY-BELLFLOWER TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19A
Purpose
Routine Assessment
Project
201706021MDM_DOWNEY_BELLFLOWER_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
02 0317
Downstream MH
02 0316
Dir. of Survey
Downstream
Length Surveyed
172.5 ft.
Total Length
172.5 ft.
Structural Index
2
Structural Quick
4136
Structural Rating
70
O&M Index
4
O&M Quick
5146
O&M Rating
29
Overall Index
2
Overall Quick
—
Overall Rating
99
Pipe schematic from manhole 02 0317 to 02 0316
MH: 02 0317MH: 02 0316downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:15AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Capped2.5 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - HAIRLINE7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H11.2 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H11.2 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H19.3 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H19.8 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active26 ft. MGO - General Observation - WHITE BUILD UP ON PIPE26 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - H38.4 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H38.4 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SLIGHT42.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SL50.5 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H54.8 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H63.4 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H63.4 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL66.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H70.8 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL76.3 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active82.4 ft. MWL - Water Level, 20 %of cross sectional area82.4 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL82.4 ft. MWM - Water Mark, 60 %of cross sectional area90.1 ft. CC - Crack Circumferential, from 10 to 11 o'clock, within 8 inches of joint: YES94.3 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SL94.3 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL98.3 ft. FC - Fracture Circumferential, from 01 to 02 o'clock, within 8 inches of joint: YES - H98.3 ft. MWL - Water Level, 40 %of cross sectional area98.3 ft. MWM - Water Mark, 80 %of cross sectional area102.5 ft. FC - Fracture Circumferential, from 10 to 11 o'clock, within 8 inches of joint: YES - H102.5 ft. FL - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES - H110.9 ft. CC - Crack Circumferential, from 10 to 11 o'clock, within 8 inches of joint: YES119.1 ft. CC - Crack Circumferential, from 10 to 11 o'clock, within 8 inches of joint: YES119.1 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL122.9 ft. CC - Crack Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES122.9 ft. MWM - Water Mark, 60 %of cross sectional area131.3 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H135.7 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H139.3 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - H147.2 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - H147.2 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H151.3 ft. CC - Crack Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES168.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H171.5 ft. CC - Crack Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES172 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 05 to 09 o'clock, , within 8 inches of joint: YES(XX) - PAPER-SLUDGE ON STEEL CABLE172.1 ft. OBP - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE172.1 ft. OBP - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE172.1 ft. OBP - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE172.5 ft. MSA - Survey Abandoned - STEEL CABLE

Observation photos (4)

  • Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

    172.1 ft. - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

  • Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

    172.1 ft. - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

  • Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

    172.1 ft. - Obstacles External Pipe or Cable, 30 %of cross sectional area, from 05 to 09 o'clock - STEEL CABLE

  • Survey Abandoned - STEEL CABLE

    172.5 ft. - Survey Abandoned - STEEL CABLE

All inspections of P02631Work order 0647471

Observations (51)

DistanceCodeObservation
70.8FCSL
147.2FCH
11.2FLH
82.4MWL—
50.5FCH
172.1OBPSTEEL CABLE
7FLH
172.5MSASTEEL CABLE
0MWL—
122.9CC—
98.3FCH
82.4FCSL
38.4FCH
151.3CC—
19.8TFActive
0MWM—
26MGOWHITE BUILD UP ON PIPE
66.6FLH
54.8FLH
119.1CC—
135.7FCH
98.3MWL—
172.1OBPSTEEL CABLE
63.4FCH
98.3MWM—
147.2FCH
172DSZPAPER-SLUDGE ON STEEL CABLE
76.3TFActive
38.4FCSLIGHT
168.1FCH
26FCH
139.3FMH
122.9MWM—
63.4FCSL
0AMH2:15AM
110.9CC—
94.3FCSL
171.5CC—
119.1FCSL
82.4MWM—
102.5FCH
42.7FLSL
94.3FCSL
2.5FCHAIRLINE
0MGOConn. @ Mh, 3 O' Clock. Capped
11.2FCH
19.3FCH
102.5FLH
90.1CC—
131.3FCH
172.1OBPSTEEL CABLE

Properties (5)

custom_field_three
SLIGHT FRACTURES
custom_field_two
3
customer
LACSD
datetime
2017-06-22T02:05:56-07:00
is_lateral_inspection
false