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rw�uoWS n�mc� <br /> Drainage Study <br /> � 09/16/2009 <br /> SITE HYDRAULIC ANALYSIS (cont) <br /> JTABLE / <br /> � �ROGRAPH SUMMARX ,, <br /> � v= HYDROGRAPH SUF4�ARY'-_' <br /> e�������������:��s�s�a«�������e� <br /> _ij`_--"" HYDROGRAPH SU[�AfAAY <br /> PEAK TIME VOLUME <br /> I- HYD RUNOFF OF OF CONTAIB li <br /> NUM RATE PEAK HYDRO AREA <br /> CFS MIN. CF\ACFT _ ACRES_ �I <br /> �, Undeveloped Events�aa====aa====cs6Ssa=�_6i=��_es_ I <br /> 1 0.029 480 637 CF 0.31 2-YEAR <br /> 2 0.065 480 1226 CF 0.31 10-Yean <br /> ' 3 0.124 480 2177 CF 0.31 100-YEAfi <br /> Developed Events <br /> 4 0.067 480 1095 CF 0.31 2-YEA[t <br /> � 5 0.117 980 1878 CF 0.31 10-YEAR <br /> 6 0.184 480 2961 CF 0.31 S00-Yeaa <br /> Detention Pecformance <br /> I 7 0.015 800 1095 CF 0.:31 2-YE7ui <br /> 8 0.069 510 1878 CF 0.31 10-YeaR <br /> 9 0.125 500 2961 CF 0.31 100-YE1�A <br /> � Water Quality 6-month Events <br /> 11 0.013 480 352 CF 0.31 UNDEVELOPED <br /> 12 0.042 480 705 CF 0.31 DEVELOP6D <br /> � 13 0.012 680 � 705 CF 0.31 RESTRICTED FLOW <br /> � <br /> � <br /> � <br /> �. <br /> � <br /> I5 PROIECI'OS!12 <br /> I <br />