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SEDCAD 4 for Windows <br />!^,..v.•L.Y.Y , °°G O.a.rwYe 1 CrYxuJ.. <br />Straight Pipe <br />Barrel <br />Barrel <br />Barrel ( <br />Entrance <br />Tallwater <br />Barrel Mannings <br />Spillway L0 <br />Barrel Manning's <br />Spillway <br />Loss <br />Depth <br />Bev <br />Diameter <br />Length <br />Slope ( °!o) i n <br />Elev <br />Coefficient <br />(ft) <br />('n) <br />O <br />( Coefficient <br />(FC) <br />.......... <br />5,606.25 <br />15.00 <br />40.00 3.00 0.0150 <br />5,616.001 0.70 <br />0.00 <br />Straight Pipe <br />Barrel <br />Barrel <br />I Entrance <br />Tailwater <br />H'graph Detention Time: <br />. ...... ... .._. <br />Barrel Mannings <br />Spillway L0 <br />Depth <br />Diameter <br />Length Slope (%) n <br />Bev <br />Elev <br />(in) <br />(ft) <br />Coefficient <br />(ft) <br />18.00 <br />40.00 3.00 0.0150 <br />5,616.00 0.70 <br />0.00 <br />araight Pile <br />Barrel <br />Barrel <br />I <br />; Entrance Tailwater 1 <br />H'graph Detention Time: <br />. ...... ... .._. <br />16.51 hrs <br />............ ... <br />Barrel Manning's <br />Spillway LOSS Depth <br />Diameter <br />Length h <br />Siape ( %) � n <br />Elev <br />(in) <br />(ft) <br />0.000 <br />Coefficient (ft) <br />18.00 <br />40.00 <br />300,001 0.0150 <br />5,616.00 0.70 0.00 <br />Pond Results: <br />Elevation- Capacity- Discharge Table <br />Peak Eitwatlon: 5,615.36 <br />Capacity <br />Discharge Dewater <br />Time <br />H'graph Detention Time: <br />. ...... ... .._. <br />16.51 hrs <br />............ ... <br />Pond Model: <br />CSTRS <br />(ac <br />(cfs) (hrs) <br />Dewater Time: <br />103.53 days <br />0.000 <br />0.000 Top of sed. Storage <br />..... _ <br />Trap Efficiency: <br />99.89% <br />_ . 0.000 <br />Elevation- Capacity- Discharge Table <br />Dewatering time is calculated from peak stage to lowest spillway <br />8 <br />Filename: 011POND 25YR AS BUILT 29NO1/07.sc4 Printed 12-03 -2007 <br />X: \Western Fuels Nucla\Permit Revision 2009 \Adequacy Response #1\Final Files\ATTACHMENT 2.05.3(3) -14 POND Ol l <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -32 <br />Area <br />Capacity <br />Discharge Dewater <br />Time <br />Elevation <br />(ac) <br />(ac <br />(cfs) (hrs) <br />5,606.00 <br />0.000 <br />0.000 <br />0.000 Top of sed. Storage <br />..... _ <br />5,606.01 <br />0.001 <br />_ . 0.000 <br />0.000 <br />.......... <br />5,606.25 <br />_ <br />.. 0.016 <br />0.002 _ <br />0.000 ..... ..... -. <br />...... <br />5,606.50 <br />0.054 <br />� <br />0.010 <br />........ . . <br />0.000 <br />........ �.__ ...... . ................... ....... .. <br />. ........ <br />5,606 75 <br />........_ <br />-_ .... <br />0.101 <br />0.029 <br />0.000 <br />....- . . .......... .. <br />5,607.00 <br />. <br />0.163 <br />._._._. _.._ <br />0.062 <br />. .._ <br />0.000 ..__.... _.. <br />_... _.._,_ <br />5,607.25 <br />... <br />0.240 <br />0.112 <br />0,000 <br />5,607.50 <br />0.331 <br />0.183 <br />0.000 <br />5,607.75 <br />0.49 <br />0.285 <br />0.000 <br />5,608.00 <br />0.692 <br />0.433 <br />0.000 <br />Dewatering time is calculated from peak stage to lowest spillway <br />8 <br />Filename: 011POND 25YR AS BUILT 29NO1/07.sc4 Printed 12-03 -2007 <br />X: \Western Fuels Nucla\Permit Revision 2009 \Adequacy Response #1\Final Files\ATTACHMENT 2.05.3(3) -14 POND Ol l <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -32 <br />