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SEDCAD 4 for Windows <br />("rvw.f✓•.M +aan an...oia + c.a.,.,.ai. <br />Stru cture #1 Pond) <br />.Simulates 600 gpm inflow <br />Pond Inputs: <br />St rai h g t Pine <br />Barrel Barrel l j Entrance Taiiwater <br />Diameter Length Barrel Manning's Spillway ; Loss Depth <br />Slope (40) n Elev <br />(in) Coefficient (it) <br />(ft) <br />50.00 10.00 2.00: 0.0150 0.10 0.70 0.00 <br />Pond Results: <br />Structure Detail. <br />Initial Pool Elev: 0.10 <br />..... <br />Peak Elevatio 1.36 <br />0.02 ac -ft <br />H'graph Detention Time: <br />_.. _.... ....._ <br />0.46 hrs <br />Dead Space <br />Pond Model: <br />CSTRS <br />_ .... ......I. <br />Dewater Time: <br />- <br />0. 61 days j <br />(ac) <br />Trap Efficiency: <br />89.67%1 <br />St rai h g t Pine <br />Barrel Barrel l j Entrance Taiiwater <br />Diameter Length Barrel Manning's Spillway ; Loss Depth <br />Slope (40) n Elev <br />(in) Coefficient (it) <br />(ft) <br />50.00 10.00 2.00: 0.0150 0.10 0.70 0.00 <br />Pond Results: <br />Structure Detail. <br />Initial Pool Elev: 0.10 <br />..... <br />.......... <br />Initia Pook <br />0.02 ac -ft <br />u 'Sediment . . Storage: <br />.. _ ....... . .. .... ....... <br />0.00 ac -ft <br />.. ___...___,__.._.. <br />Dead Space <br />20,00% <br />"No sediment capacity defined <br />Elevati nt�-C aci Discharge Table <br />Dewatw1n.9 tlrne is calculated from peak stage to lowest spillway <br />B <br />...... <br />Filename, OI IPOND 10YR AS BUILT 29NOVO7sc4 Printed 12 -03 -2007 <br />X:\Westem Fuels Nucla\Permit Revision 2009\Adequacy Response #1\Final Files\ATTACI MENT 2.05.3(3) -14 POND 011 <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -13 <br />Area <br />Capacity <br />Discharge <br />Dewater <br />Eleva *.ion <br />Time <br />(ac) <br />(ac -ft) <br />(CIS) <br />(hnt) <br />0.00 <br />0.200 <br />0.000 <br />0.0 00 <br />Top of Sed. Storage <br />_ ._ .. ......... -_... <br />0.01 <br />0.200 <br />0.002 <br />0.000 <br />.... <br />0.10 <br />0.200 <br />01020 <br />0.000 <br />Spillway #1 <br />0.25 <br />0.200 <br />0.050 <br />0.524 <br />11.05 <br />_... . -- _...... <br />_. <br />0.50 <br />0.200 <br />0.100 <br />2.210 <br />2.75 ... .... _ <br />0.75 <br />0.20 <br />0.150 <br />. <br />4.572 <br />0.45 <br />1.00 <br />0.200 <br />0.200 <br />7.452 <br />0.15 __... <br />_ <br />1.25 <br />_ <br />0.201 <br />... <br />0.250 <br />_._.... <br />10 761 <br />0,10 <br />136 <br />0.201 <br />0.272 <br />12,373 <br />_ ...__... <br />0.05 Peak St <br />.........._._. <br />_ <br />1.50 <br />0.201 <br />0.301 <br />14.453 <br />Dewatw1n.9 tlrne is calculated from peak stage to lowest spillway <br />B <br />...... <br />Filename, OI IPOND 10YR AS BUILT 29NOVO7sc4 Printed 12 -03 -2007 <br />X:\Westem Fuels Nucla\Permit Revision 2009\Adequacy Response #1\Final Files\ATTACI MENT 2.05.3(3) -14 POND 011 <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -13 <br />