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San Juan River/Delores Division 7 Durango RICD 06CW09 Report on Design, Functionality
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San Juan River/Delores Division 7 Durango RICD 06CW09 Report on Design, Functionality
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Last modified
2/6/2015 3:48:31 PM
Creation date
11/10/2014 10:06:35 AM
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Template:
Water Supply Protection
File Number
06CW09
Description
Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park as it Relates to the RICD Application
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
2/15/2006
Author
Recreation Engineering and Planning 485 Arapahoe Ave Boulder, CO 80302 Gary M. Lacy, P.E.
Title
Report on the Design, Functionality, and Physical Characteristics of the Durango Boating Park as it Relates to the RICD Application
Water Supply Pro - Doc Type
Report/Study
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l <br />N-1 <br />I <br />I� <br />included in this report in the interest of supporting the design process. For a full <br />hydrological study please refer to the City of Durango Boating Park Hydrology Study, by <br />Gary Thompson of W.W. Wheeler and Associates. <br />Visual inspection and discussions with the City's Public Works Director (3) suggest that the <br />Animas River, within this reach, can be characterized as sandy cobble and boulders <br />deposited on bedrock. The shale bedrock is visibly apparent during lower flows. <br />Smelter Boating Park <br />The Smelter Boating Park, as noted, has a significant reputation among whitewater <br />enthusiasts. The site has been improved 6 times over the last 16 years. Many of these <br />improvements remain today and are certainly the reason Durango has been able to host the <br />quantity and caliber of whitewater competition that it historically has attracted. <br />The Smelter Boating Park encompasses a reach of the Animas River from just upstream of <br />the City's Municipal Waste Water Treatment Plant to an area just upstream of the City's <br />Chamber of Commerce. The right (West) bank of the Animas River in the upper part of <br />this reach is a site that has been a brownfield site in the past. The site has been cleaned and <br />capped. The upper reach of this bank has several areas that suffer from bank erosion. In <br />the past, erosion at this site has occasionally led to noted safety hazards to in- stream boaters. <br />The current configuration of this region has not been cited as a safety risk. The lower half <br />of the right bank is stable and high through the mid- section with some spreading in the <br />lower part of the reach. <br />The left (East) bank is made up of the Santa Rita Park itself. This bank has been repeatedly <br />reinforced and can be characterized as largely well armored. Improvements in the channel <br />5 <br />
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