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C = 0.70 tCompacted earth/gravel) <br />I = 2.52 fT/c <S minuteal <br />G = 1.06 CFS <br />.2 Storm dr�inagQ pip• selection: <br />8" PVC <privaie system) N= 0.010 .i%� � <br />S(min) � 0.005; Otdesign) = 1.1 CFS <br />3 Coll�ction aystem: <br />Exiitinq drainags patt�rn; ro�d •nters exiating <br />�torm inlets along east sid�; ■ita drains 9ouLh- <br />��at aero�s RR toMard• river. <br />R�vi��d p�ttern: Co1lecEion system rill intercept <br />puep i�land c�nopi�� Mith rooi l��ders, •nd loe�l <br />depre��ed pu�p i�land inlets rill eolleci ner <br />pu�p island runoif through 8" moniiold to •n oil/ <br />qreas� ��p�rator, •nd th�nce to exiating c�tch- <br />b��in in Highland Str�et right-oi-ray. <br />F <br />