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2010-05-07_PERMIT FILE - C2009087A (41)
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2010-05-07_PERMIT FILE - C2009087A (41)
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Last modified
8/24/2016 4:11:41 PM
Creation date
6/3/2010 5:04:58 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C2009087A
IBM Index Class Name
Permit File
Doc Date
5/7/2010
Doc Name
25 Year, 24 Hour SEDCAD Demonstration
Section_Exhibit Name
Exhibit 2.05.3-E2 Appendix 2.05.3-E2.E Addendum 2.05.3-E2.E-2
Media Type
D
Archive
Yes
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SEDCAD 4 for Windows <br />rt ,. "� hr ooa _onm c�m I Crh—.h <br />20 <br />RA -1 -D3 <br />• Structure #4 (NuJi� <br />Culvert SC -2 <br />Structure #5 (Null <br />FA -4 <br />Structure #6 (NuIJ� <br />RC -D2 <br />Structure #15 (NuIJ <br />Culvert 5C -5 <br />Structure #16 <br />FA -5 <br />Structure #18 (NuiJJ <br />Culvert SC-8 <br />Structure #23 Pond <br />• LCSS <br />Pond Inputs: <br />Initial Pool Elev: <br />6,655.50 ft <br />Initial Pool: <br />2.06 ac -ft <br />*Sediment Storage: <br />1.74 ac -ft <br />Dead Space: <br />20.00% <br />*Sediment capacity was entered by user <br />Emeraencv Soillwa <br />Spillway Elev Crest Length Left Right Bottom <br />(ft) Sideslope Sideslope Width (ft) <br />6,655.00 15.00 3.00:1 3.00:1 10.00 <br />Pond Results: <br />Peak Ele vation: <br />6,656.11 ft <br />H'graph Detention Time: <br />0.17 hrs <br />Pond Model: <br />CSTRS <br />Dewater Time: <br />0.91 days <br />Trap Efficiency: <br />84.15 <br />Dewatering time is calculated from peak stage to lowest spillway <br />Filename: Coal Stockpile Sump Designs_25WNHr 1109.sc4 <br />2.05.3 - E2. E - 2.20 <br />Printed 12 - 17 - 2009 <br />12/09 <br />
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