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
Elevation-Capacity-Discharge Table

Elevation Area

(ac) Capacity

(ac-ft) Discharge

(cfs) Dewater
Time
(ham)
6,871.16 0.890 0.000 0.000 Top ofSed.Storage
6,871.50 0.907 0.303 0.000
6,872.00 0.934 0.763 0.000
6,872.20 0.944 0.951 0.000
6,872.50 0.960 1.237 0.000
6,873.00 0.988 1.724 0.000
6,873.50 1.015 2.224 0.000
6,874.00 1.043 2.739 0.000
6,874.10 1.049 2.844 0.000 Spillway #1
6,874.50 1.071 3.268 9.904 14.45
6,874.59 ~ 1.077 3.364 12.105 0.60 Peak Stage
6,875.00 1.100 3.810 22.286
6,875.50 1.133 4.369 56.222
6,876.00 1.166 4.943 103.436
6,876.50 1.200 5.535 162.109
6,877.00 1.234 6.143 241.006
6,877.50 1.269 6.769 339.089
6,878.00 1.304 7.412 461.958
6,878.50 1.340 8.073 594.018
6,879.00 1.376 8.752 749.151
6,879.50 1.413 9.449 927.388
6,879.60 1.420 9.591 965.670
Detailed Discharge Table

Elevation
Emergency
S illwa cfs
P Y ( ) Combined
Total

Discharge
(cfs)
6,871.16 0.000 0.000
6,871.50 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
Filename: Pond 005 TR59 25-Yr 24-Hr 08_07.so4
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Printed 08-22-2007
TR-59 13-3C-B.10 Revised 08/07