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<br />FLOODING SOURCE FLOODWAY BASE FLOOD <br /> WATER SURFACE ELEVATION <br /> 1 SECTION MEAN WITH I WITHOUT F1 :E <br />CROSS SECTION DISTANCE WIDTH AREA VELOCITY FLOODWAY FLOODWAY IFFERENC <br /> (FEET) (S~::f (FEET p~ . (FEET NGVD) <br /> SECOND <br />Big 'lb:npson River <br />A 123,670 80 963 19.7 4880.0 4880.0 0.0 <br />B 123,720 1547 4559 4.2 4880.6 4880.1 0,5 <br />C 124,335 1803 7470 2.5 4881. 0 4880.5 0.5 <br />D 125,250 1073 3577 5.3 4881.1 4881.1 0.0 <br />E 126,060 1004 3454 5.5 4882.7 4882.3 0.4 <br />F 127,930 300/6202 3164 6.0 4890.8 4890,3 0.5 <br />G 129,020 985 3793 5.0 4895.1 4894.6 0.5 <br />H 129,940 702 3968 4.8 4898,2 4897.7 0.5 <br />I 130,580 680 2802 6.8 4900.7 4900,6 0.1 <br />J 131,840 683 6087 3.1 4904.1 4903.9 0.2 <br />K 132,260 150 964 19.7 4904.5 4904,4 0.1 <br />L 132,315 120 1474 12.9 4908.0 4908.0 0.0 <br />M 133,120 507 4145 4.6 4910.1 4909.6 0.5 <br />N 135,920 1681 5083 3.7 4915,2 4914.7 0.5 <br />0 136,550 1070f700~ 3943 4.8 4917.8 4917.3 0.5 <br />P 137,130 1439020 3075 6.2 4919.6 4919.6 0.0 <br />Q 137,175 2180 5820 3.3 4921. 5 4921.0 0.5 <br />R 138,040 1575 6944 2.7 4923.4 4923.3 0.1 <br />5 138,740 1905 8692 2.1 4925.1 4924.8 0.3 <br />T 140,320 1083 3654 5.2 4929.0 4928.5 0.5 <br />U 140, 7~, 102/520~ 1755 10.8 4930.1 4929.8 0.3 <br />V 140,84 130/520 6000 3.2 4931. 8 4931.4 0.4 <br />W 141,260 1329/83~1 4954 3.8 4932.5 4932.0 0.5 <br />X 141,90( 850/800 3110 6.1 4935.0 4934.9 0.1 <br />y 142,36( 1182/11623 5195 3.7 4937.5 4937.3 0.2 <br />Z 145,09( 1722/3423 4231 4.5 4940.0 4939.8 0.2 <br />AA 145,32( 100/1150~ 3815 5.0 4941.0 4941.0 0.0 <br /> <br />1Feet Above Mouth 2Left Channel/Right Channel <br /> <br />--i <br />J> <br />III <br />r <br />fT1 <br /> <br />FEDERAL EMERGENCY MANAGEMENT AGENCY <br /> <br />LARIMER COUNTY, CO <br />(UNINCORPORATED AREASI <br /> <br />N <br /> <br />3Width/Width Within County <br />Limits <br /> <br />FLOODWAY DATA <br /> <br />1 THOIIrSON RIVER <br />