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i <br /> � <br /> EvCC <br /> ( Topper <br /> Pro ecl Lot Sheet <br /> Job# 208221 4 <br /> � B JAS 12/5/2008 <br /> � Basin C132 100-yr <br /> Runoff <br /> i Ralional Melhod Calculalions C= 0.641 coefficient <br /> � Peak <br /> Rainfal I <br /> I 1= 3.111 Intensity <br /> � • � A= 0.7591 Drainage Basin (acres) <br /> i S(orm Duration= 100 <br /> ICalculations <br /> forl <br /> I P= 3.8 <br /> Tc= 6.3 Time o(Concentralion <br /> aa= 2.61 <br /> Ib�a= O.G3 <br /> I <br /> I <br /> � Notes and Assumplions: <br /> I From Chapter 3 of the KC Surface <br /> IWater Design Manual <br /> t <br /> I <br /> I <br /> I <br /> I <br /> I Stortnwa[er Site Pian O Q OO <br /> F:a�ett Cammunity College . <br /> , iopper Parking Lot 13 <br /> 208221.10 <br /> I �p <br />