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Last modified
1/25/2010 7:11:05 PM
Creation date
10/5/2006 2:47:31 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
191
County
Montrose
Community
Olathe
Basin
Gunnison
Title
Flood Insurance Study - Olathe, Montrose County, Colorado
Date
3/1/1982
Designation Date
8/1/1982
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />the 100- and SOD-year flood boundaries are close together, only <br />the 100-year flood boundary has been shown. Small areas within <br />the flood boundaries may lie above the flood elevations and, there- <br />fore, not be subject to flooding; owing to limitations of the <br />map scale, such areas are not shown. <br /> <br />4.2 Floodways <br /> <br />Encroachment on flood plains, such as artificial fill, reduces <br />the fload-carrying capacity, increases the flood heights of streams, <br />and increases flood hazards in areas beyond the encroachment itself. <br />One aspect of flood plain management involves balancing the economic <br />gain from flood plain development against the resulting increase <br />in flood hazard. For purposes of the National Flood Insurance <br />Program, the concept of a floodway is used as a tool to assist <br />local communities in this aspect of fload plain management. Under <br />this concept, the area of the 100-year flood is divided into a <br />floadway and a floadway fringe. The floodway is the channel of <br />a stream plus any adjacent flood plain areas that must be kept <br />free of encroachment in order that the 100-year fload may be carried <br />without substantial increases in flood heights. Minimum standards <br />of the Federal Emergency Management Agency limit such increases <br />in flood heights to 1.0 foot, provided that hazardous velocities <br />are not produced. The floadways in this report are presented <br />to local agencies as minimum standards that can be adopted or <br />that can be used as a basis for additional studies. <br /> <br />The floadway for the Uncompahgre River at Olathe was computed <br />on the basis of equal conveyance reduction from each side of the <br />flood plain. The results of these computations were tabulated <br />at selected cross sections for each stream segment for which a <br />floodway was computed (Table 2). <br /> <br />As shown on the Flood Boundary and Floodway Map (Exhibit 2), the <br />floodway widths were determined at cross sections; between cross <br />sections, the boundaries were interpolated. In cases where the <br />boundaries of the floadway and the 100-year flood are either close <br />together or collinear, only the floodway boundary has been shown. <br /> <br />The area between the floodway and the boundary of the 100-year <br />flood is termed the floadway fringe. The floodway fringe thus <br />encompasses the portion of the flood plain that could be completely <br />obstructed without increasing the water-surface elevation of the <br />100-year flood more than 1.0 foot at any point. Typical relation- <br />ships between the floadway and the floadway fringe and their signif- <br />icance to flood plain development are shown in Figure 5. <br /> <br />13 <br />
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