Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 17, 2017, 09:23 AM

  • 15 0568_15 0567 _17042017_022323.mp4

Date
04/17/2017
W/O
630147
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00629
PipeID
P12497
Time
2:23 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
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
15 0568
Downstream MH
15 0567
Dir. of Survey
Downstream
Length Surveyed
465.4 ft.
Total Length
465.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
3221
O&M Rating
13
Overall Index
2
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole 15 0568 to 15 0567
MH: 15 0568MH: 15 0567downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 15 056822 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"107.5 ft. RFJ - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YES131.5 ft. RFJ - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YES133.6 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"192.3 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"193.5 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"193.5 ft. RMC - Roots Medium Connection, at 10 o'clock, 10 %, within 8 inches of joint: NO239.4 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"270.9 ft. RMC - Roots Medium Connection, from 09 to 11 o'clock, 20 %, within 8 inches of joint: NO270.9 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6"272.7 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES283.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES320.9 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES, Start336.4 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES, Finish465.4 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK465.4 ft. AMH - Downstream Manhole, Survey Ends - 15 0567

Observation photos (6)

  • Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YES

    107.5 ft. - Roots Fine Joint, at 02 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YES

    131.5 ft. - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YES

  • Roots Medium Connection, at 10 o'clock, 10 %, within 8 inches of joint: NO

    193.5 ft. - Roots Medium Connection, at 10 o'clock, 10 %, within 8 inches of joint: NO

  • Roots Medium Connection, from 09 to 11 o'clock, 20 %, within 8 inches of joint: NO

    270.9 ft. - Roots Medium Connection, from 09 to 11 o'clock, 20 %, within 8 inches of joint: NO

  • Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES

    283.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES

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

    320.9 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES, Start

All inspections of P12497Work order 630147

Observations (20)

DistanceCodeObservation
270.9RMC—
0MWL—
133.6TB—
465.4MGOCONNECTION AT MH 3 O'CLOCK
192.3TB—
336.4RFJ—
0MWM—
107.5RFJ—
0MGOCONNECTION AT MH 3 O'CLOCK
239.4TB—
131.5RFJ—
320.9RFJ—
283.6DAGS—
22TB—
465.4AMH15 0567
0AMH15 0568
270.9TB—
193.5TB—
272.7RFJ—
193.5RMC—

Properties (4)

additional_info
SC345177
custom_field_two
4
customer
LACSD
datetime
2017-04-17T02:23:03-07:00