Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 19, 2017, 08:47 AM
Date
04/19/2017
W/O
630147
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00629
PipeID
P12461
Time
1:47 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4470
Sewer Name
15 SANTA ANITA OUTFALL TRUNK
City
ARCADIA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
16
Purpose
Routine Assessment
Project
WO_630147_TV15085_APR2017
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
15 0533
Downstream MH
15 0532
Dir. of Survey
Downstream
Length Surveyed
523.3 ft.
Total Length
523.3 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
2411
O&M Rating
9
Overall Index
2
Overall Quick
—
Overall Rating
11
Pipe schematic from manhole 15 0533 to 15 0532
MH: 15 0533MH: 15 0532downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 05330 ft. MWL - Water Level, 10 %of cross sectional area40.4 ft. TS - Tap Saddle, at 09 o'clock, -, within 8 inches of joint: NO, 6"135.1 ft. TSI - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"136.8 ft. CL - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES202.2 ft. TSI - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"268.6 ft. RFJ - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES275.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 12 to 03 o'clock, , within 8 inches of joint: YES287.4 ft. TSI - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"361.1 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"427.6 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"523.3 ft. AMH - Downstream Manhole, Survey Ends - 15 0532

Observation photos (7)

  • Tap Saddle, at 09 o'clock, -, within 8 inches of joint: NO, 6"

    40.4 ft. - Tap Saddle, at 09 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

    135.1 ft. - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

  • Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    136.8 ft. - Crack Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

    202.2 ft. - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

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

    268.6 ft. - Roots Fine Joint, at 03 o'clock, within 8 inches of joint: YES

  • Deposits Attached Grease, 5 %of cross sectional area, from 12 to 03 o'clock, , within 8 inches of joint: YES

    275.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 12 to 03 o'clock, , within 8 inches of joint: YES

  • Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

    287.4 ft. - Tap Saddle Intruding, at 09 o'clock, -, -, within 8 inches of joint: NO, 6", 2"

All inspections of P12461Work order 630147

Observations (13)

DistanceCodeObservation
275.5DAGS—
0MWM—
135.1TSI—
523.3AMH15 0532
287.4TSI—
0AMH15 0533
361.1TB—
202.2TSI—
268.6RFJ—
40.4TS—
0MWL—
136.8CL—
427.6TB—

Properties (5)

additional_info
SC345179
custom_field_two
4
customer
LACSD
datetime
2017-04-19T01:47:36-07:00
sewer_category
Gravity