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SEDCAD 4 for Windows <br />r:nrww ,hl IQQA _9M7 Pn . 1 Qt. ,h <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(ds) <br />Dewater <br />Time <br />(hrs) <br />5,606.00 <br />0.000 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />5,606.01 <br />0.001 <br />0.000 <br />0.000 <br />5,606.50 <br />5,607.00 <br />0.054 <br />0.163 <br />0.010 <br />0.062 <br />0.000 <br />0.000 <br />5,607.50 <br />0.331 <br />0.183 <br />0.000 <br />5,608.00 <br />5,608.50 <br />5,609.00 <br />0.692 <br />0.811 <br />0.874 <br />0.433 <br />0.809 <br />1.230 <br />0.000 <br />0.000 <br />0.000 <br />5,609.50 <br />0.974 <br />1.692 <br />0.000 <br />5,610.00 <br />1.171 <br />2.227 <br />0.000 <br />5,610.50 <br />1.375 <br />2.863 <br />0.000 <br />5,611.00 <br />1.510 <br />3.584 <br />0.000 <br />5,611.50 <br />1.572 <br />4.354 <br />0.000 <br />5,611.90 <br />1.609 <br />4.990 <br />0.000 <br />5,612.00 <br />1.618 <br />5.152 <br />0.000 <br />Low hole SI #1 <br />5,612.50 <br />5,612.90 <br />1.659 <br />1.697 <br />5.971 <br />6.642 <br />0.669 <br />0.897 <br />14.83* <br />9.05* <br />5,613.00 <br />1.706 <br />6.812 <br />0.945 <br />2.18* <br />5,613.50 <br />1.746 <br />7.675 <br />1.158 <br />9.02* <br />5,614.00 <br />1.789 <br />8.559 <br />1.337 <br />8.00* <br />5,614.50 <br />5,615.00 <br />1.833 <br />1.879 <br />9.464 <br />10.392 <br />1.495 <br />1.638 <br />7.33* <br />7.15 <br />5,615.50 <br />1.922 <br />11.343 <br />1.769 <br />6.75 <br />Spillway #1 <br />5,615.90 <br />1.956 <br />12.118 <br />2.391 <br />4.55 <br />5,616.00 <br />1.965 <br />12.314 <br />2.674 <br />0.95 <br />Spillway #2 <br />Spillway #3 <br />Spillway #4 <br />5,616.50 <br />2.014 <br />13.309 <br />7.115 <br />8.00 <br />5,616.57 <br />2.018 <br />13.460 <br />8.146 <br />1.95 <br />Peak Stage <br />5,617.00 <br />5,617.50 <br />2.058 <br />2.104 <br />14.327 <br />15.368 <br />14.057 <br />22.670 <br />5,618.00 <br />2.154 <br />16.432 <br />31.254 <br />5,618.50 <br />5,619.00 <br />2.206 <br />2.232 <br />17.522 <br />18.632 <br />37.966 <br />43.594 <br />*Diesignates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit <br />Detailed Discharge Table <br />10 <br />Filename: 011 POND 25YR post mine 1 day pump 15sept09.sc4 <br />Printed 09.16 -2009 <br />REVISED AUGUST 2009 Attachment 2.05.3(3) -14 -34 <br />