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<br /> <br />e <br /> <br />e <br /> <br />e <br /> <br />AN ANALYSIS OF THE LEVEE SYSTEM <br />AT <br />REDSTONE, COLORADO <br /> <br /> <br />AUTHORITY <br /> <br />The analysis was conducted under authority of section 22 of <br />Public Law 93-251, Planning Assistance to States. The study was <br />initiated at the request of the Colorado Water Conservation <br />"Board, State of Colorado for Pitkin County, Colorado. <br /> <br />INTRODUCTION AND BACKGROUND <br /> <br />The Crystal River flows generally north through Pitkin <br />County, high .in the Rocky Mountains of western Colorado <br />(Attachment 1, Crystal River Basin and Study Limit Map). The <br />reach in the vicinity of Redstone has a documented history of <br />flooding. Over the past 75 years, 14 floods have occurred, with <br />the most recent flooding resulting mostly from heavy snowmelt <br />runoff. <br /> <br />Because the existing levee system does not meet Federal <br />Emergency Management Agency (FEMA) standards, most of Redstone is <br />identified within the FEMA 100-year flood plain (Attachment 2, <br />FEMA Flood Insurance Rate Map for Pitkin County, Colorado). <br /> <br />PREVIOUS STUDIES AND REPORTS <br /> <br />There have been three previous studies and one inspection <br />report dealing with the Crystal River at Redstone. The title, <br />completion date, authoring entity, and a short description of <br />each follow. <br /> <br />Flood Insurance Study - Pitkin County, Colorado and <br />Incorporated Areas (3 volumes), Revised September 30, 1988, by <br />The Federal Emergency Management Agency. This study was <br />originally done in 1984/85 and completed in April of 1985. The <br />effective date of the final report was June 4, 1987. The 1988 <br />revision dealt with the town of Snowmass, and no changes were <br />made affecting the Crystal River at Redstone. <br /> <br />Report on Inspection of Non-Federal Levees, May 17, 1988, by <br />the Sacramento District, Corps of Engineers (Corps). This report <br />involved an inspection of the existing levee at Redstone for <br />geotechnical and structural adequacy to meet minimum Corps <br />standards for its rehabilitation program. It was determined that <br />the levee did not meet the established minimum criteria. <br />