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<br /> BASE FLOOD 3 . <br /> FLOODING SOURCE FLOODWAY <br /> WATER SURFACE ELEVATION <br /> 2 SECTION MEAN WITH I WITHOUT r: <br /> 1 WIDTH AREA VELOCITY FLooDWAY FLOODWAY IFFERENCE <br /> CROSS SECTION DISTANCE <br /> (FEET) (S~:,ff (FEET PER (FEET NGVD) <br /> SECOND) <br /> WHITE RIVER <br /> A 76.804 1832 14,285 2.4 5201.5 5200.5 1.0 <br /> B 77 .029 786 7,278 3.6 5201. 6 5200.6 1.0 <br /> C 77.255 319 2,411 10.6 5201.9 5200.9 1.0 <br /> D 77.434 1465 2,331 10.1 5205.1 5204.2 0.9 <br /> E 77 . 676 687 5,259 3.8 5207.5 5206.5 1.0 <br /> F 77.800 764 4,426 4.5 5208.2 5207.3 0.9 <br /> G 77.912 516 2,766 7.2 5209.4 5209.1 0.3 <br /> H 78.435 1215 6,592 3.0 5213.2 5212.5 0.7 <br /> I 79.477 1098 2,318 8.6 5217.0 5217.0 0.0 <br /> J 80.056 2030 7,520 2.7 5221. 4 5221. 4 0.0 <br /> lstream Distance in Miles Above Mouth 2Floodway Located Entirely Outside Corporate Limits <br /> 3water-surface Elevation Without Considering Ice-Jam Effects <br />.... DEPARTMENT OF HOUSING AND URBAN DEVelOPMENT <br />:. Ftdltt'IllMUrMCI Adllli..trltion FLOOD WAY DATA <br />II:ID TOWN OF RANGEL Y, CO <br />,... <br />.., <br />- [RIO BLANCO CO.I WHITE RIVER <br /> . <br /> <br />'. <br /> <br />{!.I <br /> <br />r, <br />