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<br />FLOOD POTENTIAL - FUTURE CONDITIONS <br /> <br />Reach Flood Hazard Area Cross Sections <br />Number Map-Sheet Numbers Designations <br />4 1, 3, 5'& 6 I, EA thru EZ, FA thru FB, BP <br />5 1, 2, 3, 4, & 6 X, GA thru GO, BM <br /> <br />The effects of watershed land Use changes anticipated within the next 10 <br /> <br />to 20 years were .analyzed in relation to future flood heights. Infor- <br /> <br />mation regarding land use and expected developments were obtained from <br /> <br />Typical Valley Cross Sections <br /> <br />the "Chaffee County Comprehensive Plan-1976" prepared. by the Upper <br /> <br /> <br />Arkansas Area Council of Governments and Chaffee County. Comparison of <br /> <br /> <br />present and future runoff data showed insignificant differences from <br /> <br />Cross-sections for each stream are designated alphabetically, starting <br /> <br />from the downstream end of each study reach. The following order has <br /> <br />projected changes in land use, Rationale for these results are: <br /> <br />been used: Section A, B, . <br /> <br />Y, Z, AA, AB, etc. The designation <br /> <br />(1) Potential developments are located in the lower reaches of the <br /> <br />sequence is unique for each reach. With the exception of starting and <br /> <br />watershed where a slight amount of additional runoff has a minor effect <br /> <br />another. <br /> <br />on the magnitude of major flood flows (i.e_, the 100-year frequency <br />flood), and (2) the major portion of runoff originates in the San Isabel <br /> <br />end points, the designation is not carried over from one reach to <br /> <br />National Forest where a small amount of land use change is anticipated. <br /> <br />Exhibit B is a selection of typical valley cross-sections illustrating <br /> <br />the configuratioh of stream channels and adjoining flood plain areas. <br /> <br />Of upmost importance is the possibility of encroachment on the existing <br /> <br /> <br />flood plains. Developments within the flood plain could obstruct the <br /> <br />Shown on the cross-sections are the elevations and lateral extent for <br /> <br />the 100- and 500-year flood events. <br /> <br />flow of flood water, raise the flood elevations, and create hazardous <br /> <br />velocities. Encroachment is a far more significant factor than the <br /> <br />Flood Frequency-Elevation and Discharge Data <br /> <br />additional runoff created by proposed upstream developments. <br /> <br />discharges for the 10-, 50-, 100-, and 500-year floods. Tabulated <br /> <br />The National Flood Insurance Act of 1968 (Title XIII of the Housing and <br /> <br />Urban Development Act, P.L. 90-448) recognized the necessity. for flood <br /> <br />Table 1, pages 1 thru 18, include flood crest elevations and peak <br /> <br />information is intended for use in conjunction with the water surface <br /> <br />plain management. This act makes federally subsidized insurance avail- <br /> <br />profiles and flood hazard area maps. The information is compatible <br /> <br />able to citizens in communities that adopt regulations controlling <br /> <br />with reach numbers and cross-section designations. <br /> <br />14 <br /> <br />13 <br />