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SEDCAD 4 for Windows <br />14 <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />0.000 <br />7,046.00 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />7,047.00 <br />0.005 <br />0.002 <br />0.000 <br />7,049.00 <br />0.000 <br />7,048.00 <br />0.020 <br />0.013 <br />0.000 <br />0.000 <br />0.000 <br />7,049.00 <br />0.029 <br />0.038 <br />0.000 <br />7,052.00 <br />0.000 <br />7,050.00 <br />0.040 <br />0.072 <br />0.000 <br />0.000 <br />0.000 <br />7,051.00 <br />0.054 <br />0.119 <br />0.000 <br />7,052.00 <br />0.070 <br />0.181 <br />0.000 <br />7,053.00 <br />0.084 <br />0.258 <br />0.000 <br />7,054.00 <br />0.100 <br />0.350 <br />0.000 <br />7,055.00 <br />0.119 <br />0.459 <br />0.000 <br />7,056.00 <br />0.140 <br />0.589 <br />0.000 <br />7,057.00 <br />0.159 <br />0.738 <br />0.000 <br />Low hole SPW #2 <br />7,058.00 <br />0.180 <br />0.908 <br />0.473 <br />4.34* <br />7,059.00 <br />0.209 <br />1.102 <br />0.669 <br />4.90 <br />7,060.00 <br />0.240 <br />1.327 <br />0.819 <br />5.65 <br />7,061.00 <br />0.274 <br />1.583 <br />0.945 <br />8.50 <br />Spillway #2 <br />7,062.00 <br />0.310 <br />1.875 <br />8.509 <br />6.05 <br />7,063.00 <br />0.354 <br />2.207 <br />12.033 <br />0.95 <br />7,064.00 <br />0.400 <br />2.583 <br />14.738 <br />0.85 <br />7,065.00 <br />0.449 <br />3.007 <br />17.018 <br />1.15 <br />7,065.46 <br />0.473 <br />3.224 <br />17.534 <br />1.30 <br />Peak Stage <br />7,066.00 <br />0.500 <br />3.481 <br />18.145 <br />Spillway #1 <br />7,067.00 <br />0.596 <br />4.028 <br />67.611 <br />7,068.00 <br />0.700 <br />4.676 <br />191.021 <br />7,069.00 <br />0.773 <br />5.412 <br />378.369 <br />7,070.00 <br />0.850 <br />6.223 <br />627.655 <br />*Designates times) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />Elevation (ft) <br />Emergency <br />S <br />Spillway cfs <br />p y ( ) <br />Perf. Riser (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,046.00 <br />0.000 <br />0.000 <br />0.000 <br />7,047.00 <br />0.000 <br />0.000 <br />0.000 <br />7,048.00 <br />0.000 <br />0.000 <br />0.000 <br />7,049.00 <br />0.000 <br />0.000 <br />0.000 <br />7,050.00 <br />0.000 <br />0.000 <br />0.000 <br />7,051.00 <br />0.000 <br />0.000 <br />0.000 <br />7,052.00 <br />0.000 <br />0.000 <br />0.000 <br />7,053.00 <br />0.000 <br />0.000 <br />0.000 <br />7,054.00 <br />0.000 <br />0.000 <br />0.000 <br />Filename: PR04 East Side Ponds 1024.sc4 Printed 03-02-2015 <br />Exh. 7-23C-60 Revision Date: 07/31/2015 <br />Revision No.: PR -04 <br />