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� ST(1RMWAT[R SITE PLAN DECE�v1F3ER 19, 2005 <br /> A'F\V CBNTURY VILLAGG P:1GF 10 <br /> I <br /> � <br /> EXISTING SITE HYDROLOGY <br /> i EXISTING BASIN 1, 2 & 3 <br /> As all runoff is proposed to bc infiltrated, no cxisting basin studics wcrc performed. <br /> � Intiltration sizing is wntrolled by the developed conditions only. <br /> � DEVELOPED SITE HYDROLOGY <br /> I DEVELOPED BASIN 1 <br /> This basin has a tributary arca of 0.26 acres. <br /> i 'Che basin has the following developed land uses and areas: <br /> Land Use Area(ac) <br /> Roof 0.23 <br /> ! Lawn 0.03 <br /> i <br /> Thc developed runoff rates are: <br /> � Ycar � 5 10 �� 50 100 <br /> � CC'S 0.07 0.09 0.11 0.13 0.14 O.16 <br /> I DEVLLOPED BASIN 2 <br /> 'This basin has u tributary area of 0.62 ac:es. <br /> The basin has the following devcloped land uses and areas: <br /> Land Use Arca(ac) <br /> Pavement 0.�16 <br /> La�vn 0.16 <br /> The developed runoff rates are: <br /> Ycar � 5 10 �i 50 100 <br /> CFS 0.13 0.18 0?1 0.26 0.29 0.�3 <br /> ; UCVtiLOPED BASIN 3 <br /> This basin has a tributary arca of 0.10 acres. <br /> The basin has the ti�llo���ing developed land uses and arcas: <br /> Land Use Arca{ac) <br /> Pavement 0.1 <br /> The devcloped runoff rates are: <br /> Year � 5 10 �5 >0 100 <br /> CFS 0.03 0.04 QOS 0.06 0.06 0.07 <br /> Scc rlppendix B for basin output. <br /> e ��.:�5�-G�+�c�i=,�,���ye.��-.:wo;���;ca-cseoa-a;�ssaHewee�;���yooc DWHlsrm <br />