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• <br />17 <br />*Designates ti to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />er <br />Discharge D Time <br />Time <br />(ds) (hrs) <br />6,642.50 <br />2.673 <br />18.435 <br />47.174 <br />6,643.00 <br />2.810 <br />19.805 <br />78.760 <br />6,643.50 <br />2.951 <br />21.246 <br />152.842 <br />6,644.00 <br />3.095 <br />22.757 <br />239.382 <br />6,644.50 <br />3.242 <br />24.341 <br />342.785 <br />6,645.00 <br />3.392 <br />25.999 <br />471.003 <br />6,645.50 <br />3.596 <br />27.746 <br />616.400 <br />6,646.00 <br />3.805 <br />29.596 <br />783.841 <br />6,646.50 <br />4.020 <br />31.552 <br />957.835 <br />6,647.00 <br />4.241 <br />33.617 <br />1,153.733 <br />6,647.50 <br />4.467 <br />35.794 <br />1,366.454 <br />6,648.00 <br />4.700 <br />38.085 <br />1,596.087 <br />6,648.50 <br />4.939 <br />40.495 <br />1 <br />6 <br />5.183 <br />43.025 <br />2,106.596 <br />6,649.50 <br />5.434 <br />45.679 <br />2,387.783 <br />6,650.00 <br />5.690 <br />48.460 <br />2,686.491 <br />Detailed Discharge Table <br />• <br />SEDCAD 4 for Windows <br />(`nn M.M 10PA -9nn7 O-1- 1 C hu. -h <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Fert. Riser (ds) <br />Floating Siphon <br />Floating <br />Combined <br />Total <br />Discharge <br />(cfs) <br />6,629.88 <br />0 .000 <br />0.000 <br />0.000 <br />0.000 <br />6,630.00 <br />01000 <br />1.00 >0.000 <br />0.000 <br />0.000 <br />6,630.50 <br />0.000 <br />0.074 <br />1.059* <br />1.243 <br />6,631.00 <br />0.000 <br />1.00 >0.105 <br />1.109* <br />1.327 <br />6,631.50 <br />0.000 <br />0.203 <br />1.156* <br />1.477 <br />6,632.00 <br />0.000 <br />0.254 <br />1.202 <br />1.578 <br />6,632.50 <br />0.000 <br />0.295 <br />1.246 <br />1.667 <br />6,633.00 <br />0.000 <br />0.331 <br />1.289 <br />1.750 <br />6,633.50 <br />0.000 <br />0.363 <br />1.330 <br />1.827 <br />6,634.00 <br />0.000 <br />0.392 <br />1.370 <br />1.901 <br />6,634.50 <br />01000 <br />0.419 <br />1.410 <br />1.971 <br />6,635.00 <br />0.000 <br />0.445 <br />1.448 <br />2.038 <br />6,635.50 <br />0.000 <br />0.469 <br />1.485 <br />2.103 <br />6,636.00 <br />0.000 <br />0.492 <br />1.522 <br />2.166 <br />6,636.50 <br />0.000 <br />0.514 <br />1.558 <br />2.227 <br />6,637.00 <br />0.000 <br />0.535 <br />1.593 <br />2.287 <br />6,637.50 <br />01000 <br />0.555 <br />1.627 <br />2.344 <br />6,638.00 <br />0.000 <br />2.00 >0.575 <br />1.661 <br />2.401 <br />43 <br />Filename: 10- year_Collom_Pond (with Rlser).sc4 Printed 01.22 -2009 <br />Exh. 7- 23A -47 Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />