Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 17, 2017, 11:39 AM
Date
04/17/2017
W/O
630147
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00629
PipeID
P12492
Time
4:39 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4468
Sewer Name
15 SANTA ANITA OUTFALL TRUNK
City
ARCADIA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
08
Purpose
Routine Assessment
Project
WO_630147_TV15085_APR2017
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
15 0563
Downstream MH
15 0562
Dir. of Survey
Downstream
Length Surveyed
413 ft.
Total Length
413 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
1
O&M Quick
311C
O&M Rating
25
Overall Index
1
Overall Quick
—
Overall Rating
25
Pipe schematic from manhole 15 0563 to 15 0562
MH: 15 0563MH: 15 0562downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 05630 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area21.2 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"24.2 ft. RFJ - Roots Fine Joint, from 01 to 05 o'clock, within 8 inches of joint: YES48.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start83.8 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"109.6 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"138.8 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish190.2 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"323.6 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"345.1 ft. RFJ - Roots Fine Joint, from 01 to 03 o'clock, within 8 inches of joint: YES356.9 ft. RFJ - Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YES390.1 ft. RFJ - Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YES413 ft. AMH - Downstream Manhole, Survey Ends - 15 0562413 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (5)

  • Roots Fine Joint, from 01 to 05 o'clock, within 8 inches of joint: YES

    24.2 ft. - Roots Fine Joint, from 01 to 05 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    48.4 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 01 to 03 o'clock, within 8 inches of joint: YES

    345.1 ft. - Roots Fine Joint, from 01 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YES

    356.9 ft. - Roots Fine Joint, from 10 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YES

    390.1 ft. - Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YES

All inspections of P12492Work order 630147

Observations (17)

DistanceCodeObservation
413AMH15 0562
413MGOCONNECTION AT MH 3 O'CLOCK
0MWM—
24.2RFJ—
323.6TB—
0AMH15 0563
0MGOCONNECTION AT MH 3 O'CLOCK
48.4RFJ—
390.1RFJ—
109.6TB—
356.9RFJ—
83.8TB—
190.2TB—
21.2TB—
138.8RFJ—
0MWL—
345.1RFJ—

Properties (5)

additional_info
SC345177
custom_field_two
4
customer
LACSD
datetime
2017-04-17T04:39:35-07:00
sewer_category
Gravity