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TABLE 3 B - S `?'RtT ONTRE DATA <br />Floodway <br />McCracken Draw Watershed, Colorado <br />Sta. Nmbeering <br />0 <br />4 "5 <br />0,.002 <br />Design <br />Design <br />Boika�a Side <br />for Reach <br />Length <br />Type <br />Concrete <br />Frequency <br />Channel Capacity <br />Width <br />Slope <br />T <br />202 -�35 <br />202.55 <br />Years <br />C F. S. <br />a Feet <br />'` I}- I`aa«1 112.25* 168.80 <br />5,655 <br />1 / <br />907.6 <br />10 <br />200 <br />3 <br />l ,1 <br />168.80 186.15 <br />1,735 <br />1/ <br />372.7 <br />10 <br />200 <br />3 <br />lel <br />. 186.15 191.20 <br />505 <br />1/ <br />81.0 <br />10 <br />200 <br />3 <br />I'��1 <br />191.40 195,50:DL <br />✓Q5 <br />-- <br />65.8 <br />10 <br />200 <br />3 <br />1�;�1 <br />195,70 202.35 <br />665 <br />- <br />- <br />200 <br />16 <br />2 0l <br />A dchris basin and inlet structure with trash rack is pleamed at Station 112.25 <br />/ einforced concrete channel <br />w J rea Channel <br />TYPE "Bw DROP STRtM"i RES <br />Design Design <br />Channel Slope <br />Leath i Ft/Ft <br />3�0 <br />0 <br />4 "5 <br />0,.002 <br />3,,0 <br />0013 <br />3.0 <br />0.019 <br />2 <br />0"0015 <br />Statiori to <br />Station <br />Ammount of Drgip <br />Concrete <br />Meet <br />Cu.Yds. <br />191 +20 <br />' <br />191 +40 <br />5,0 <br />I <br />31 <br />195450 <br />195 +70 <br />9.0 <br />44 <br />202 -�35 <br />202.55 <br />3Q <br />N <br />E <br />