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<br /> FLOODWA Y BASE FLOOD <br />FLOODING SOURCE WATER SURFACE ELEVATION <br /> SECTION MEAN REGULATORY I WITHOUT I WITH I INCREASE <br /> WIDTH AREA VELOCITY HDDDWAY fLOODWAY <br />CROSS SECTION DISTANCE' (FEET) (SQUARE (fEET PER <br /> FEET) SECOND) (FEET NGVD) <br /> <br />White River <br />Near Rangely <br />A 4,820 791 2804 4.3 5484.0 5484.0 5184.3 0.3 <br />B 5,430 834 4439 4.0 5185.8 5185.8 5186.6 0.8 <br />C 7,410 1152 7048 2.5 5187.0 5187.0 5188.0 1.0 <br />D 8,920 982 5058 3.5 5187.8 5187.8 5188.8 1.0 <br />E 9,490 888 5105 3.5 5188.5 5188.5 5189.4 0.9 <br />F 10,990 879 4195 4.2 5191. 2 5191. 2 5192.2 1.0 <br />G 12,070 931/8302 4629 3.8 5192.5 5192.5 5193.5 1.0 <br />H 13,220 1049/1422 6013 2.9 5194.1 5194.1 5194.9 0.8 <br />I 14,350 185 1452 12.2 5196.0 5196.0 5916.4 0.4 <br />J 15,556 708 6526 2.7 5200.8 5200.8 5201.3 0.5 <br />K 16,746 798 6154 2.9 5201.1 5201.1 5201. 9 0.8 <br />L 17,586 815 5211 3.4 5201. 8 5201.8 5202.7 0.9 <br />M 18,036 1934 2730 6.5 5203.6 5203.6 5203.9 0.3 <br />N 19,471 1078 5758 3.1 5205.7 5205.7 5206.4 0.7 <br />0 20,601 1076 3807 4.6 5207.6 5207.6 5208.0 0.4 <br />p 21,141 1176 5546 3.2 5709 .1 5209.1 5209 .5 0.4 <br />Q 23,041 1231 5645 3.1 5210.3 5210.3 5211.3 1.0 <br />R 24,361 1216 5955 3.0 5211.7 5211.7 5211. 3 1.0 <br />S 26,361 1427 6585 2.7 5313.0 5213.0 5213.8 0.8 <br />T 28,281 1342/13352 5106 3.5 5214 .1 5214.1 5215.0 0.9 <br />U 29,781 1091 4575 3.9 5218.3 5218.3 5218.5 0.2 <br />V 30,921 1023 4830 3.7 5219.3 5219.3 5220.1 0.8 <br /> <br />lOistance in feet above Lower Limit of Detailed Study <br />2Width/Width within Rio Blanco County <br />