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<br />WHEREAS, said new report includes approximate floodplain information for Bent. <br />County to be designated for the following storm and floodwater runoff channels and basins, as <br />listed in Table 2, attached hereto and by this reference incorporated herein: <br /> <br />TABLE 2 <br />Aooroximate Floodplain InfoI1TIation Which Has Not Previouslv Been Designated <br /> <br />Adobe Creek Mud Creek <br />Alkali Arrovo Muddv Creek <br />Antelone Creek Penrose Draw <br />Arkansas River Porterfield Canyon Creek <br />Baker Canyon Creek Prowers Arrovo <br />Barnhart Canyon Creek Pur~atoire River <br />Caddoa Creek Richards Canyon Creek <br />Clay Creek Road Canyon Creek <br />Cottonwood Creek Rock Arrovo <br />Drv Creek Rock Arrovo <br />East Drv Creek Rock Canyon Creek <br />East Mud Creek Rule Creek <br />Farrinaton Draw Ruxton Draw I <br />Gaaebv Creek Shawawa Creek <br />Gravevard Creek Shelton Creek <br />Harbordale Arrovo Stevens Draw <br />Hood Draw Tarbox Arrovo <br />Johnnv Creek Turkev Canyon Creek <br />Johnnv Grimes Water Unnamed tributaries and drainaoewavs (several) <br />. Lew Smith Creek West Clay Creek <br />Limestone Creek West Limestone Creek <br />Little Anorv Creek West Mud Creek <br />McRae Arrovo Wiley Draina~e Ditch <br />Mixon Canyon Creek <br /> <br />WHEREAS, the hydrology information for the approximate floodplains for streams in <br />said new report with included mapping has been estimated in accordance with the Guidelines <br />for Detennining IOO-Year Flood Flowsfor Approximate Floodplains; and <br /> <br />WHEREAS, the lOO-year flow for said streams, which have drainage areas greater than <br />or equal to 25 square miles and less than or equal to 1125 square miles, is estimated by utilizing <br />the regression equation for Arkansas River Basin Subregion Ark-I, Ql00 = 1564.98 * (A)539, <br />where Ql00 is the lOO-year peak flow in cubic feet per second and A is the upstream <br />(contributing) drainage area in square miles; and <br /> <br />WHEREAS, the lOO-year flow for said streams, which have drainage areas greater than <br />or equal to 0.5 square miles and less than or equal to 25 square miles, is estimated by utilizing <br /> <br />3 <br />