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<br />Starting water surface el evations for the Arkansas River were ob- <br />tained by using the slope-area method as described in Reference 10. <br />Starting water surface elevations for the tributaries to the Arkansas <br />River in Canon City were obtained fran the Arkansas River profile at <br />the confluence with each tributary. The Arkansas River is the reg- <br />ulatory flooding source in Canon City. <br /> <br />Flood profi 1 es were drawn showi n9 computed wa ter- surface el eva ti ons <br />to an accuracy of 0.5 foot. for floods of the selected recurrence <br />interval s, <br /> <br />The fl ood profil es presented in thi s study are ba sed on the effec ts <br />of flow through unobstructed hydraul ic structures and area, and are <br />considered val id only if these structures do not fail and remain <br />unobstructed. <br /> <br />Horizontal control is based on Colorado State Plane Coordinate System <br />South Zone 1929 U.S. Coast & Geodetic Survey Sea Level Datum. <br />Elevation reference marks used in this study are shown on the maps. <br /> <br />4.0 FLOOD PLAIN MANAGEMENT <br /> <br />The National Flood Insurance Program encourages state and local governments <br />to adopt sound flood p 1 a i n management programs. Therefore, each Flood <br />Insurance Study includes a flood boundary map designed to assist com- <br />munities in developing sound flood plain management measures. <br /> <br />4.1 Flood Boundaries <br /> <br />In order to provide a national standard without regional discrimina- <br />tion, the lDO-year flood has been adopted by FEMA as the base flood <br />for purposes of flood plain managE'ment measures. The 500-year flood <br />is employed to indicate additional areas of flood risk in t~e com- <br />munity. For each stream studied in detail. the boundaries for the <br />100- and 500-year floods have been delineated using the flood eleva- <br />tions detennined at each cross section; between cross sE'ctions, the <br />boundaries were interpolated using topographic maps at a scale of <br />1:2400, with a contour interval of 2 feet (ReferE'nce 13). In cases <br />where the 100- and 500-year flood boundaries are close together, only <br />the 100-year fl ood boundary ha s been shown. <br /> <br />Flood boundaries for the 100- and 500-year floods are shown on the <br />Flood Boundary and Floodway Map. Small areas within the flood boun- <br />daries may 1 ie above the flood elevations, and therefore, may not be <br />subject to flooding. Owing to limitations of the map scale, such <br />areas are not shown. <br /> <br />4.2 Floodways <br /> <br />Encroachment on flood plains, such as artificial fill, reduces the <br />flood-carrying capacity and increases flood heights, thus increasing <br />flood hazards in areas beyond the encroachment itsel f. One aspect of <br />flood plain management involves balancing the economic gain fran <br />flood plain development against the resulting increase in flood <br /> <br />9 <br />