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SEDCAD 4 for Windows <br />f' ---h+ 1000 Onl n Dench 1 Cnh,.roh <br />18 <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />7,105.00 <br />0.030 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />7,105.50 <br />0.035 <br />0.016 <br />0.000 <br />7,106.00 <br />0.040 <br />0.035 <br />0.000 <br />7,106.50 <br />0.047 <br />0.057 <br />0.000 <br />7,107.00 <br />0.054 <br />0.082 <br />0.000 <br />7,107.50 <br />0.062 <br />0.111 <br />0.000 <br />7,108.00 <br />0.070 <br />0.143 <br />0.000 <br />7,108.50 <br />0.079 <br />0.181 <br />0.000 <br />7,109.00 <br />0.089 <br />0.223 <br />0.000 <br />7,109.50 <br />0.099 <br />0.270 <br />0.000 <br />7,110.00 <br />0.110 <br />0.322 <br />0.000 <br />7,110.50 <br />0.120 <br />0.379 <br />0.000 <br />7,111.00 <br />0.130 <br />0.442 <br />0.000 <br />7,111.50 <br />0.141 <br />0.509 <br />0.000 <br />7,112.00 <br />0.152 <br />0.583 <br />0.000 <br />7,112.50 <br />0.163 <br />0.661 <br />0.000 <br />7,113.00 <br />0.175 <br />0.746 <br />0.000 <br />7,113.50 <br />0.187 <br />0.836 <br />0.000 <br />7,114.00 <br />0.200 <br />0.933 <br />0.000 <br />7,114.50 <br />0.212 <br />1.036 <br />0.000 <br />7,115.00 <br />0.224 <br />1.145 <br />0.000 <br />7,115.50 <br />0.237 <br />1.260 <br />0.000 <br />7,116.00 <br />0.250 <br />1.382 <br />0.000 <br />Low hole SPW #2 <br />7,116.50 <br />0.267 <br />1.511 <br />0.334 <br />4.68* <br />7,116.80 <br />0.278 <br />1.593 <br />0.423 <br />2.60 <br />7,117.00 <br />0.285 <br />1.649 <br />0.473 <br />1.55 <br />7,117.50 <br />0.303 <br />1.796 <br />0.579 <br />3.40 <br />7,118.00 <br />0.321 <br />1.952 <br />0.669 <br />6.65 Spillway #2 <br />7,118.48 <br />0.339 <br />2.109 <br />4.940 <br />7.75 Peak Stage <br />7,118.50 <br />0.340 <br />2.118 <br />5.165 <br />7,119.00 <br />0.360 <br />2.293 <br />8.509 <br />7,119.50 <br />0.380 <br />2.477 <br />10.421 <br />7,120.00 <br />0.400 <br />2.672 <br />12.033 <br />7,120.50 <br />0.421 <br />2.877 <br />13.454 <br />7,121.00 <br />0.442 <br />3.093 <br />14.738 <br />7,121.50 <br />0.464 <br />3.319 <br />15.918 <br />7,122.00 <br />0.486 <br />3.557 <br />17.018 <br />7,122.50 <br />0.509 <br />3.805 <br />18.050 <br />7,123.00 <br />0.532 <br />4.065 <br />19.026 <br />7,123.50 <br />0.556 <br />4.337 <br />19.955 <br />7,124.00 <br />0.580 <br />4.621 <br />20.842 <br />7,124.50 <br />0.610 <br />4.918 <br />21.693 <br />7,125.00 <br />0.640 <br />5.231 <br />22.512 <br />Spillway #1 <br />7,125.50 <br />0.695 <br />5.564 <br />43.663 <br />Filename Rev 3 PR04 East Side Ponds sed EOM 1024 sc4 Printed 02-13-2016 <br />Exh. 7-23I-62 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />