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BASIN <br />DESIGN I <br />POINT <br />DIRECT RUNOFF <br />'TOTAL RUNOFF <br />STREET <br />PIPE <br />TRAVEL TIME <br />REMARKS <br />AREA <br />DESIGN <br />(CV) <br />V3HV <br />RUNOFF <br />COEFF <br />(NIW) <br />I <br />(3v) <br />V.O <br />UH/NI <br />I <br />(sdo) <br />0 <br />(NIW) <br />1 <br />£(C•A) <br />(AC) <br />(1:1H/NI) <br />1 <br />(sdo) <br />0 <br />SLOPE <br />( %) <br />STREET <br />FLOW (CFS) <br />DESIGN <br />FLOW (CFS) <br />SLOPE <br />( %) <br />3ZIS <br />3dld <br />z <br />w <br />O LL <br />> <br />- ° 2 <br />(2) <br />(3) <br />(4) <br />(5) <br />(6) <br />(7) <br />(8) <br />(9) <br />(10) <br />(11) <br />(12) <br />(13) <br />(14) <br />_ (15) <br />(16) <br />(17) <br />(18) <br />(19) <br />(20) _ <br />(21) <br />(22) <br />A <br />4.78 <br />0.19 <br />1 1 . 1 <br />0.91 <br />0.4 <br />0.4 <br />X X X X X X X X X X X X X X X X XXXXX <br />B1 <br />1.48 <br />0.21 <br />17.2 <br />0.31 <br />0.3 <br />0.1 <br />B2 <br />0.82 <br />0.27 <br />12.0 <br />0.22 <br />0.38 <br />0.1 <br />17.2 <br />0.53 <br />0.3 <br />0.2 <br />P <br />0.95 <br />0.19 <br />5.7 <br />0.18 <br />0.5 <br />0.1 <br />TOTAL <br />17.2 <br />1.62 <br />0.3 <br />0.5 <br />OS <br />0.58 <br />0.18 <br />5.6 <br />0.1 <br />0.5 <br />0.1 <br />X X X X X X X X X X X X X X X X X X X X X X X X <br />CALCULATED <br />DATE: 1/26/2012 REV: <br />CHECKED BY: DJM <br />STANDARD FORM SF-3 <br />STORM DRAINAGE SYSTEM DESIGN <br />(RATIONAL METHOD PROCEDURE) <br />JOB NO: 12 -0008 <br />PROJECT: WILDCAT MINING CORP <br />DESIGN STORM: 5 -YEAR <br />Page 1 <br />5 -YEAR <br />