Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 17, 2017, 11:58 AM

  • 15 0562_15 0561 _17042017_045926.mp4

Date
04/17/2017
W/O
630147
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00629
PipeID
P12491
Time
4:58 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 0562
Downstream MH
15 0561
Dir. of Survey
Downstream
Length Surveyed
371.8 ft.
Total Length
371.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
3814
O&M Rating
28
Overall Index
2
Overall Quick
—
Overall Rating
28
Pipe schematic from manhole 15 0562 to 15 0561
MH: 15 0562MH: 15 0561downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 05620 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 35 %of cross sectional area3.6 ft. RFJ - Roots Fine Joint, from 01 to 03 o'clock, within 8 inches of joint: YES7.4 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Start45.3 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Finish52.7 ft. RFJ - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES72.4 ft. RFJ - Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YES130.2 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: YES, 6"133.4 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: YES, 6"214 ft. RFC - Roots Fine Connection, at 02 o'clock214 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"231.3 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"234.1 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"308.8 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"371.8 ft. AMH - Downstream Manhole, Survey Ends - 15 0561

Observation photos (5)

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

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

  • Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Start

    7.4 ft. - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR, Start

  • Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

    52.7 ft. - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YES

    72.4 ft. - Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Connection, at 02 o'clock

    214 ft. - Roots Fine Connection, at 02 o'clock

All inspections of P12491Work order 630147

Observations (17)

DistanceCodeObservation
0MWL—
45.3RMJ—
7.4RMJ—
3.6RFJ—
214RFC—
0AMH15 0562
72.4RFJ—
234.1TB—
52.7RFJ—
214TB—
130.2TB—
0MGOCONNECTION AT MH 3 O'CLOCK
0MWM—
133.4TB—
371.8AMH15 0561
308.8TB—
231.3TB—

Properties (4)

additional_info
SC345177
custom_field_two
4
customer
LACSD
datetime
2017-04-17T04:58:54-07:00