Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 14, 2014, 09:43 AM

  • 15 0024_15 0023_20141114_022110.mp4

Date
11/14/2014
W/O
470269
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00622
PipeID
P11913
Time
1:43 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K1855
Sewer Name
15 PUENTE TRUNK
City
CITY OF INDUSTRY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
34
Purpose
Routine Assessment
Project
WO_0470269_TV15026_2014OCTOBER_1
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
15 0024
Downstream MH
15 0023
Dir. of Survey
Downstream
Length Surveyed
462.8 ft.
Total Length
462.8 ft.
Structural Index
0
Structural Quick
0000
Structural Rating
0
O&M Index
2
O&M Quick
312e
O&M Rating
385
Overall Index
2
Overall Quick
—
Overall Rating
385
Pipe schematic from manhole 15 0024 to 15 0023
MH: 15 0024MH: 15 0023downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 15 00245.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start5.1 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start78.3 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"99.1 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"123.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"149.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"174.1 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"199.8 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"225.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"250.3 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"275.6 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"300.8 ft. TBC - Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"316.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"336 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"356.2 ft. TBC - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"372.2 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"386 ft. TBI - Tap Break-In Intruding, at 11 o'clock, -, #v, within 8 inches of joint: NO, 6", 6" - ACTIVE401.7 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"432.4 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"462.8 ft. AMH - Downstream Manhole, Survey Ends - 15 0023462.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish462.8 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

Observation photos (27)

  • Water Level, 10 %of cross sectional area

    0 ft. - Water Level, 10 %of cross sectional area

  • General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE

    0 ft. - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE

  • Water Mark, 20 %of cross sectional area

    0 ft. - Water Mark, 20 %of cross sectional area

  • General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK

    0 ft. - General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK

  • Upstream Manhole, Survey Begins - 15 0024

    0 ft. - Upstream Manhole, Survey Begins - 15 0024

  • Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    5.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    5.1 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    78.3 ft. - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    99.1 ft. - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    123.9 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    149.1 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    174.1 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    199.8 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    225.1 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    250.3 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    275.6 ft. - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    300.8 ft. - Tap Break-In Capped, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    316.2 ft. - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    336 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"

    356.2 ft. - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

    372.2 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Intruding, at 11 o'clock, -, #v, within 8 inches of joint: NO, 6", 6" - ACTIVE

    386 ft. - Tap Break-In Intruding, at 11 o'clock, -, #v, within 8 inches of joint: NO, 6", 6" - ACTIVE

  • Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"

    401.7 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    432.4 ft. - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Downstream Manhole, Survey Ends - 15 0023

    462.8 ft. - Downstream Manhole, Survey Ends - 15 0023

  • Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish

    462.8 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

    462.8 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

All inspections of P11913Work order 470269

Observations (27)

DistanceCodeObservation
462.8AMH15 0023
99.1TBC—
462.8DAGS—
462.8DSGV—
316.2TBC—
275.6TBC—
225.1TBA—
78.3TBC—
356.2TBC—
386TBIACTIVE
0MWL—
0MGOCONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE
432.4TBC—
336TBA—
250.3TBA—
5.1DAGS—
372.2TBA—
174.1TBA—
123.9TBA—
0MWM—
149.1TBA—
199.8TBA—
0MGOCAPPED CONNECTION AT MANHOLE 9 O'CLOCK
0AMH15 0024
401.7TBA—
300.8TBC—
5.1DSGV—

Properties (5)

custom_field_two
4
customer
LACSD
datetime
2014-11-14T01:43:35-08:00
documentation
PROPIPE
is_lateral_inspection
false