PERMFILE46370

• Permit No: C1980005A
• IBM Index Class Name: Permit File
• Doc Date: 9/12/2006
• Doc Name: 10-year, 24-hour SEDCAD Modeling
• Section_Exhibit Name: Tab 07 Appendix 7-6c.1 Addendum 7-6c.1A
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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Elevation
Area
(ac)
capacity
(ac-ft)
Discharge
(ds) Dewater
Time

(hrs)
6,941.69 0.294 0.000 0.000 Top of Sed. Storage
6,942.00 0.337 0.099 0.000
6,942.50 0.430 0.291 0.000
6,943.00 0.535 0.531 0.000
6,443.50 0.679 0.834 0.000
6,944.00 0.841 1.214 0.000
6,944.50 0.971 1.666 0.000
6,945.00 1.110 2.186 0.000
6,945.50 1.252 2.776 0.000
6,946.00 1.402 3.439 0.000
6,946.50 1.556 4.178 0.000
6,947.00 1.717 4.996 0.000
6,947.50 1.880 5.895 0.000
6,948.00 2.051 6.878 0.000
6,948.17 2.109 7.231 0.000 Spillway #2
6,948.50 2.223 7.946 0.453 19.07*
6,948.96 2.384 8.999 0.732 22.05 Peak Stage
6,949.00 2.400 9.101 0.759
6,949.50 2.553 10.340 1.116
6,949.80 2.647 11.119 1.223
6,950.00 2.710 11.655 1.293
6,950.15 2.745 12.064 1.346 Spillway #1
6,950.50 2.826 13.039 8.677
6,951.00 2.943 14.481 19.135
6,951.50 3.065 15.983 49.952
6,952.00 3.190 17.547 94.848
6,952.50 3.299 19.169 151.421
6,953.00 3.409 20.846 225.689
*Designates time(s) to dewater have been extrapolated beyond the s0 hour hydrog2ph limit.
Detailed Discharge Table
Combined
Emergency Straight Pipe Total
Elevation Spillway (cfs) (cfs) Discharge
(cfs)
6,941.69 0.000 0.000 0.000
6,942.00 0.000 0.000 0.000
6,942.50 0.000 0.000 0.000
6,943.00 0.000 O.OOD 0.000
6,943.50 0.000 0.000 0.000
12

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Filename: P004 As-Built.sc4 Printed 09-26-2005
7-6c.1-18