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2010-05-25_REVISION - C1981008 (34)
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2010-05-25_REVISION - C1981008 (34)
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Last modified
8/24/2016 4:12:26 PM
Creation date
5/26/2010 12:56:31 PM
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Template:
DRMS Permit Index
Permit No
C1981008
IBM Index Class Name
Revision
Doc Date
5/25/2010
Doc Name
Response 1 Revised Pages Section 2.05.3(3) Attachment 2.05.3(3)-12
Type & Sequence
PR6
Media Type
D
Archive
No
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SEDCAD 4 for Windows <br />Structure Detail; <br />Structure #1 (Pond) <br />Pond Inputs: <br />Permanent Pool Elev: <br />5,604.50 <br />Permanent Pool: <br />0.85 ac -ft <br />*Sediment Storage: <br />0.00 ac -ft <br />Dead Space: <br />20.00% <br />*No sediment capacity defrned <br />Perforated Riser <br />Pond Results: <br />Peak Elevation: <br />Barrel <br />H'graph Detention Time: <br />Diameter Riser Height <br />Diameter Barrel Barrel Slope <br />Manning's n Spillway Elev er . <br />(In) (ft) <br />(le) length (ft) M <br />18.00 5.00 <br />18.00 100.00 0.01 <br />0.0150 5,608.00 1 <br />Pond Results: <br />Peak Elevation: <br />5,608.23 <br />H'graph Detention Time: <br />4.38 hrs <br />Dewater Time: <br />0.58 days <br />Trap Effidency: <br />94.93% <br />Dewatering time Is calculated fiDm peak stage to lowestsplllway <br />Elevation <br />Area <br />O <br />Capacity <br />( - - ft) <br />Discharge <br />(Cfs) <br />Dewater <br />Ti <br />(hrs) <br />5,603.00 <br />0.515 <br />0.000 <br />0.000 <br />Top of Sed. Stxage <br />5,603.50 <br />0.549 <br />0.266 <br />0.000 <br />5,604.00 <br />0.584 <br />0.549 <br />0.000 <br />5,604.50 <br />0.611 <br />0.848 <br />0.000 <br />low hole SPW #1 <br />5,605.00 <br />0.638 <br />1.160 <br />0.000 <br />5,605.50 <br />0.669 <br />1.487 <br />0.000 <br />5,606.00 <br />0.700 <br />1.829 <br />0.000 <br />5,606.50 <br />0.710 <br />2.181 <br />0.000 <br />5,607.00 <br />0.720 <br />2.539 <br />0.000 <br />5,607.50 <br />0.750 <br />2.906 <br />0.000 <br />5,608.00 <br />0.781 <br />3.289 <br />0.000 <br />Spillway #1 <br />5,608.23 <br />0.790 <br />3.468 <br />2.333 <br />13.90 Peak Stage <br />5,608.50 <br />0.805 <br />3.686 <br />5.165 <br />5,609.00 <br />0.830 <br />4.094 <br />8.509 <br />Rename: 012POND 25YR DESIGN.so4 <br />Printed 114)9.2004 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -12 -13 <br />
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