Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 17, 2017, 11:11 AM
Date
04/17/2017
W/O
630147
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00629
PipeID
P12494
Time
4:11 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 0564
Downstream MH
15 0565
Dir. of Survey
Upstream
Length Surveyed
353.4 ft.
Total Length
353.4 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
1
O&M Quick
2213
O&M Rating
7
Overall Index
1
Overall Quick
Overall Rating
7
Pipe schematic from manhole 15 0564 to 15 0565
MH: 15 0564MH: 15 0565upstream0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Ends - 15 05654.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, at 03 o'clock, , within 8 inches of joint: YES53.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"102.3 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"175.8 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"178.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"196.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, at 03 o'clock, , within 8 inches of joint: YES246.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"248.4 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"267.1 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES271.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES282.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES353.4 ft. MWL - Water Level, 15 %of cross sectional area353.4 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK353.4 ft. MWM - Water Mark, 35 %of cross sectional area353.4 ft. AMH - Downstream Manhole, Survey Begins - 15 0564

Observation photos (3)

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

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

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

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

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

    157.2 ft. - Deposits Attached Grease, 5 %of cross sectional area, at 03 o'clock, , within 8 inches of joint: YES

Observations (17)

DistanceCodeObservation
251.1TB
300.2TB
177.6TB
107.2TB
82.2RFJ
353.4MGOCONNECTION AT MH 9 O'CLOCK
0MWL
105TB
70.5RFJ
157.2DAGS
0MGOCONNECTION AT MH 9 O'CLOCK
174.6TB
0MWM
353.4AMH15 0565
86.3RFJ
0AMH15 0564
348.8DAGS

Properties (5)

additional_info
SC345177
custom_field_two
4
customer
LACSD
datetime
2017-04-17T04:11:17-07:00
sewer_category
Gravity