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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />, <br /> <br /> <br />II <br />I <br /> <br />SUMMARY <br /> <br /> <br />The following points summarize this study effort: <br /> <br />1. The construction of the Riverwood Estates Subdivision has resulted <br />in the placement of fill material within the FIS regulatory <br />floodway of the Rio Grande. This encroachment was completed prior <br />to the annexation of the subdivision by the City in 1983. <br /> <br />2. The encroachment into the floodway has been noted by FEMA to be in <br />confl i ct wi th the requi rements of the NFr P, whi ch requi rements <br />have been adopted by the City as a participant in the NFIP. <br /> <br />3. Maps, surveys and studies completed as a part of and following the <br />1976 FrS, clearly document the placement of fill and the resulting <br />floodway encroachment in the Riverwood Estates Subdivision area. <br /> <br />4. Hydraulically, the floodplain of the Rio Grande is very complex <br />and difficult to precisely represent using an acceptable computer <br />model of the river. The Corps of Engineers, through FEMA, <br />however, has calculated the base elevations and limits of the <br />100-year floodplain and floodway of the Rio Grande through <br />Riverwood Estates, which is documented in the 1976 FlS. Those <br />calculations are based upon estimates of flow splits between the <br />main channel and the left and right overbank areas. <br /> <br />5. This study developed a computer model of the FrS floodway, as of <br />1976 and 1986, to provide a relative comparison of the impact of <br />the fill encroachment at Riverwood Estates on the floodway <br />profile. The model did not re-estimate the base (100-year) flood <br />elevation but provided a comparison of the floodway profile before <br />and after encroachment. Thi s analytical model approach was <br />considered appropriate for this concern by FEMA. <br /> <br />-18- <br />