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SEDCAD 4 for Windows <br />Bartel <br />Barrel <br />Capacity <br />I <br />Entrance <br />Entrance <br />Tailwater <br />Manning's <br />Barrel Manninys <br />Barrel <br />E Mar"ng's <br />Spillway <br />Diameter <br />Length <br />Diameter <br />Length <br />loss <br />Depth <br />Elev i Coefficient <br />Loss <br />Depth <br />Elev <br />0.0150 <br />Slope ( %) <br />n <br />Elev <br />0.010 <br />0.000 <br />(in) <br />(ft) <br />18.00 <br />40.00 <br />3.00 <br />Coefficient <br />(ft) <br />18.00 <br />40.00 <br />3.001 <br />0.0150 <br />5,616.00 <br />0.70 <br />0.00 <br />Straight Pik <br />Barrel <br />Barrel <br />Capacity <br />I Entrance <br />Entrance <br />Tailwater <br />Barrel <br />Manning's <br />Barrel Manninys <br />spillway <br />Diameter <br />Length <br />Diameter <br />Length <br />Depth <br />(in) <br />loss <br />Depth <br />Elev i Coefficient <br />(ft) <br />Slope ( %) n <br />Elev <br />0.0150 <br />5,616.001 0.70 <br />(in) <br />(ft) <br />0.010 <br />0.000 <br />coefficient <br />(ft) <br />18.00 <br />40.00 <br />3.00 <br />i 0.0150 <br />5,616.00 0.70 <br />0.00 <br />Straight Pipe <br />Barrel <br />Barrel <br />Capacity <br />I Entrance <br />Tailwater <br />16.48 hrs <br />Barrel <br />Manning's <br />Spillway <br />- <br />CSTRS <br />Diameter <br />Length <br />Dewater Time: <br />? Loss <br />Depth <br />(in) <br />(ft) Slope ( %) <br />n <br />Elev i Coefficient <br />(ft) <br />18.00 <br />40.00 300.001 <br />0.0150 <br />5,616.001 0.70 <br />0.00 <br />Pond Results: <br />Aewatering time is calculated harm peak stage to lowest spillway <br />Elevation - Capacity - Discharge Table <br />Peak E 5,61 <br />Capacity <br />Discharge Dewater <br />H'graph Detention Time: <br />-- -__- _.._---.__ <br />16.48 hrs <br />Time <br />.- <br />Pon Model: <br />- <br />CSTRS <br />(ac-ft) <br />(cfs) (hrs) <br />Dewater Time: <br />83.08 d ays <br />0.000 <br />0.000 Top of Sed. Storage <br />Trap Efficiency: <br />_ 99.90% <br />_.. .................... <br />0.0 <br />Aewatering time is calculated harm peak stage to lowest spillway <br />Elevation - Capacity - Discharge Table <br />Rename: 011 POND 10YR AS BUILT 29NOV07.sc4 <br />Printed 12- 03.2007 <br />X: \Western Fuels Nucla\Permit Revision 2009 \Adequacy Response #1\Final Files\ATTACHMENT 2.05.3(3) -14 POND 011 <br />AS-BUILT 28JANIO DRAFT.wpd Attachment 2.05.3(3) -14 -15 <br />Area <br />Capacity <br />Discharge Dewater <br />Elevation <br />Time <br />(ac) <br />(ac-ft) <br />(cfs) (hrs) <br />5,606. <br />- <br />0.000 <br />0.000 <br />0.000 Top of Sed. Storage <br />5,606.0 <br />-- - ----------------- <br />0.001 <br />_.. .................... <br />0.0 <br />-__- -- -- <br />0.000 <br />5,606.2 <br />0. <br />0.002 <br />010 00 <br />_ .. 5,606.50 <br />0.05 <br />0.010 <br />0.000 <br />5,6 06.75 <br />_ .. <br />0.101 <br />_ ._ ...__._ ........................ <br />0.029 <br />0. <br />5,607.0_0 <br />- <br />0 <br />..-- ---------------- -- - <br />0. <br />5,607.2 <br />_ - 0.240 <br />_0. <br />0.112 <br />0.000 - -._ - - <br />-..- <br />5,607.50 <br />0.331 <br />_ -.... - - -- <br />0.183 <br />........ ...... - <br />0 .000 <br />5,607.75 <br />0.495 <br />- 0.285 <br />0.0 <br />5,608.00 <br />0.692 <br />0.433 <br />0.000 <br />Rename: 011 POND 10YR AS BUILT 29NOV07.sc4 <br />Printed 12- 03.2007 <br />X: \Western Fuels Nucla\Permit Revision 2009 \Adequacy Response #1\Final Files\ATTACHMENT 2.05.3(3) -14 POND 011 <br />AS-BUILT 28JANIO DRAFT.wpd Attachment 2.05.3(3) -14 -15 <br />