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la AOS AfJ ,lie nilAJCf«k.A^ OUAOaOAOAA <br />Uamo fl <br />Not* th* mi*liiig diieh*rfif*l0* in die table repieient pre^levelopnieot diacharge latea, not cunrent conditioiic rate* aa <br />provided in dm dreinepe calculariooa by die developer** engineer. Rate control congiariaon ahouM be pre-development <br />oonditioiia veraua poat-developnent condtUona. There ia only a minimal increaae in the diacharge for the 1,10, and 100- <br />yev eventi. Uaing the iklninier structuie oudet propoeed, it would be difficult to teetrict the rate* much lower dim what <br />have been diown fbr the amall drainage area. <br />Tte IQO-yew HWL, 936.7 ia at the edge of the propoaed pariung lot <br />•: <br />r - . ». <br />t^.