2007-10-30_PERMIT FILE - C1982057 ‎(2)‎

• Permit No: C1982057
• IBM Index Class Name: Permit File
• Doc Date: 10/30/2007
• Doc Name: As-Built Report Sedimentation Structure Pond 005
• Section_Exhibit Name: Tab 13 Attachment 13-3C
• Media Type: D
• Archive: No

SEDCAD 4 for Windows
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Dewatering time is calculated from peak stage to lowest spillway
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Elevation-C~acit rte-Discharge Table

Elevation
Area
(ac)
Capacity
(ac-ft)
Discharge
(cfs) Dewater
Time
hrs
( )
6,871.90 0.928 0.000 0.000 Top of Sed. Storage
6,872.00 0.934 0.095 0.000
6,872.20 0.944 0.283 0.000
6,872.50 0.960 0.569 0.000
6,873.00 0.988 1.056 0.000
6,873.50 1.015 1.557 0.000
6,874.00 1.043 2.071 0.000
6,874.10 1.049 2.176 0.000 Spillway #1
6,874.50 1.071 2.600 9.904 13.80
6,874.94 1.096 3.072 20.682 1.45 Peak Stage
6,875.00 1.100 3.143 22.286
6,875.50 1.133 3.701 56.222
6,876.00 1.166 4.275 103.436
6,876.50 1.200 4.867 162.109
6,877.00 1.234 5.475 241.006
6,877.50 1.269 6.101 339.089
6,878.00 1.304 6.744 461.958
6,878.50 1.340 7.405 594.018
6,879.00 1.376 8.084 749.151
6,879.50 1.413 8.781 927.388
6,879.60 1.420 8.923 965.670
Detailed Discharge Table

Elevation
Emergency
Spillway (cfs) Combined
Total
Discharge
(cfs)
6,871.90 0.000 0.000
6,872.00 0.000 0.000
6,872.20 0.000 0.000
6,872.50 0.000 0.000
6,873.00 0.000 0.000
6,873.50 0.000 0.000
6,874.00 0.000 0.000
6,874.10 0.000 0.000
6,874.50 9.904 9.904
•

Filename: Pond 005 TR59 100-Yr 24-Hr 08_07.sc4
Printed 08-22-2007
TR-59 13-3C-C.10 Revised 08/07