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Elevation Area <br />(ac) <br />Capacity <br />(ac-ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />7,443.00 0.014 0.000 0.000 <br />7,444.00 0.050 0.030 0.000 <br />7,445.00 0.079 0.094 0.000 <br />7,446.00 0.106 0.186 0.000 <br />7,447.00 0.133 0.305 0.000 <br />7,448.00 0.161 0.452 0.000 <br />7,449.00 0.190 0.627 0.000 <br />7,450.00 0.219 0.831 0.000 <br />7,451.00 0.249 1.065 0.000 <br />7,452.00 0.280 1.329 0.000 <br />7,453.00 0.313 1.625 0.000 <br />7,454.00 0.348 1.955 0.000 Spillway #1 <br />7,454.60 0.374 2.178 26.543 12.50 Peak Stage <br />7,455.00 0.389 2.324 43.900 <br />Detailed Discharge Table <br />Elevation <br />(ft) <br />Emergency <br />Spillway (cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />7,443.00 0.000 0.000 <br />7,444.00 0.000 0.000 <br />7,445.00 0.000 0.000 <br />7,446.00 0.000 0.000 <br />7,447.00 0.000 0.000 <br />7,448.00 0.000 0.000 <br />7,449.00 0.000 0.000 <br />7,450.00 0.000 0.000 <br />7,451.00 0.000 0.000 <br />7,452.00 0.000 0.000 <br />7,453.00 0.000 0.000 <br />7,454.00 0.000 0.000 <br />7,455.00 0.000 43.900 <br />Structure #10 (Riprap Channel) <br /> Taylor Ditch TD-1 to TD-2 Stockpond <br /> Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Filename: East Taylor Pond 25 Yr 24 Hr Post Mine.sc4 Printed 11-08-2021 <br />SEDCAD 4 for Windows <br />Copyright 1998 -2010 Pamela J. Schwab <br />Civil Software Design, LLC 13