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SEDCAD 4 for Windows <br />1000 )r11 11 D-1, I Cr{ -'K <br />0� <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />7,051.00 <br />0.054 <br />0.119 <br />0.000 <br />7,051.50 <br />0.062 <br />0.148 <br />0.000 <br />7,052.00 <br />0.070 <br />0.181 <br />0.000 <br />7,052.50 <br />0.077 <br />0.218 <br />0.000 <br />7,053.00 <br />0.084 <br />0.258 <br />0.000 <br />7,053.50 <br />0.092 <br />0.302 <br />0.000 <br />7,054.00 <br />0.100 <br />0.350 <br />0.000 <br />7,054.50 <br />0.109 <br />0.402 <br />0.000 <br />7,055.00 <br />0.119 <br />0.459 <br />0.000 <br />7,055.50 <br />0.129 <br />0.521 <br />0.000 <br />7,056.00 <br />0.140 <br />0.589 <br />0.000 <br />7,056.50 <br />0.150 <br />0.661 <br />0.000 <br />7,057.00 <br />0.159 <br />0.738 <br />0.000 <br />Low hole SPW #2 <br />7,057.50 <br />0.170 <br />0.821 <br />0.334 <br />2.98* <br />7,058.00 <br />0.180 <br />0.908 <br />0.473 <br />2.95 <br />7,058.50 <br />0.194 <br />1.001 <br />0.579 <br />2.45 <br />7,059.00 <br />0.209 <br />1.102 <br />0.669 <br />2.45 <br />7,059.50 <br />0.224 <br />1.210 <br />0.747 <br />2.55 <br />7,060.00 <br />0.240 <br />1.327 <br />0.819 <br />3.20 <br />7,060.50 <br />0.257 <br />1.451 <br />0.884 <br />3.90 <br />7,061.00 <br />0.274 <br />1.583 <br />0.945 <br />8.15 <br />Spillway #2 <br />7,061.12 <br />0.278 <br />1.617 <br />1.966 <br />5.55 <br />Peak Stage <br />7,061.50 <br />0.292 <br />1.725 <br />5.165 <br />7,062.00 <br />0.310 <br />1.875 <br />8.509 <br />7,062.50 <br />0.331 <br />2.035 <br />10.421 <br />7,063.00 <br />0.354 <br />2.207 <br />12.033 <br />7,063.50 <br />0.376 <br />2.389 <br />13.454 <br />7,064.00 <br />0.400 <br />2.583 <br />14.738 <br />7,064.50 <br />0.424 <br />2.789 <br />15.918 <br />7,065.00 <br />0.449 <br />3.007 <br />17.018 <br />7,065.50 <br />0.474 <br />3.238 <br />18.050 <br />7,066.00 <br />0.500 <br />3.481 <br />19.026 <br />Spillway #1 <br />7,066.50 <br />0.547 <br />3.743 <br />40.316 <br />7,067.00 <br />0.596 <br />4.028 <br />61.564 <br />7,067.50 <br />0.647 <br />4.339 <br />114.009 <br />7,068.00 <br />0.700 <br />4.676 <br />176.842 <br />7,068.50 <br />0.736 <br />5.035 <br />251.421 <br />7,069.00 <br />0.773 <br />5.412 <br />346.588 <br />7,069.50 <br />0.811 <br />5.808 <br />458.220 <br />7,070.00 <br />0.850 <br />6.223 <br />591.140 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Filename. Rev 3 PR04 East Side Ponds sed EOM 1024.sc4 Printed 02-13-2016 <br />Exh. 7-23I-66 Revision Date: 2/15/2016 <br />Revision No.: PR -04 <br />