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<br />T <br />A <br />B <br />L <br />E <br />3 <br /> <br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE <br /> D1STANCE1 WIDTH AREA VELOCITY flOODWA y FlOODWAY <br />CROSS SECTION (FEET) (SQUARE (FEET PER <br /> FEET) SECOND) (FEET NGVD) <br />North Branch <br />Hylands Creek <br />A l,770 27 64 5.0 5,350.8 5,350.8 5,350.8 0.0 <br />B 2,400 43 56 5.7 5,365.4 5,365.4 5,365.4 0.0 <br />C 3,000 55 74 3.7 5,378.7 5,378.7 5,378.7 0.0 <br />D 3,600 43 52 5.2 5,392.2 5,392.2 5,392.2 0.0 <br />E 3,770 357 258 1.0 5,409.4 5,409.4 5,409.4 0.0 <br />F 4,270 80 133 1.7 5,410.7 5,410.7 5,410.7 0.0 <br />G 4,725 97 ll8 1.9 5,421.4 5,421.4 5,421.4 0.0 <br />H 5,000 53 l03 2.2 5,422.4 5,422.4 5,422.4 0.0 <br />I 5,170 49 56 4.1 5,424.3 5,424.3 5,424.5 0.2 <br />J 5,350 96 ll2 1.7 5,436.3 5,436.3 5,436.3 0.0 <br />K 6,170 19 41 4.6 5,455.3 5,455.3 5,456.2 0.9 <br /> <br />IFeet Above Mouth <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />FLOODWAY DATA <br /> <br />ADAMS COUNTY, CO <br />AND INCORPORATED AREAS <br /> <br />NORTH BRANCH HYLANDS CREEK <br />