PERMFILE113053

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 9/2/2004
• Doc Name: Attachment 10 to 12
• Section_Exhibit Name: Exhibit 7 Streeter Pond - 001A
• Media Type: D
• Archive: Yes

SEDCAD 4 for Windows
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Structure #1 (Pond)
Structure Detai/;
Basef/ow Source
Pond Inputs:
*No sediment capacity defined

Pond Results:
Initial Pool Elev: 6,000.01
Initial Pool: 0.10 ac-ft
*Sediment Storage: 0.00 ac-ft
Dead Space: 20.00
Peak Elevation: 8,001.27
H'graph Detention Time: 22.38 hrs
Pond Model; CSTRS
Dewater Time: 0.00 days
Trap Efficiency: 97.52
Dewatering time is calculated from peak stage to lowest spil/way
Elevation-Caoacity-Discharge Table

Elevation Area

(ac) Capataty

(ac-ft) Discharge

(cfs) Dewater
Time
(hrs)
8,000.00 10. 000 0.000 O.ODO Top of Sed. Storage
8,000.01 10.000 0.098 0.000
6,000.50 10. 000 5.000 0.150
8,001.00 l0. OD0 10.000 0.150
6,001.27 10. 000 12.725 O.i50 0.00 Peak Stage
6,001.50 10. 000 15.000 0.150
8,002.00 10. 000 20.000 0.150
8, 002.50 10. 001 25.001 0.150
8,003.00 10. 001 30.001 0.150
8,003.50 10. 001 35.002 0.150
6,004.00 10. 001 40.002 D.150
8,004.50 10. 001 45.003 0.150
8,005.00 10. 001 50.003 0.150
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8,006.50 10. 002 65.005 0.150
Filename: Streeter-SpillwayDesign.sc4 Printed 07-16-2002