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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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1 <br />f <br />include a large island at the upper end of the reach and numerous boulders, drop features, <br />and deflectors throughout the reach. Currently the upper drop structure, known as <br />"Smelter ", creates a significant drop feature at most flows but only creates a surfing <br />attraction at flows at or above roughly 3000 cfs (1). The second drop structure of interest is <br />"Corner Pocket" featured at the downstream end of the park's dogleg. This feature is largely <br />unusable in its current configuration, but has historically provided a play feature at varying <br />1 levels. Downstream from the Corner Pocket the channel widens and is characterized by its <br />,J <br />eddies, mid - stream features, and separated flow. The downstream end of the park is <br />f approximately 1675 feet upstream of the ALP project. <br />i Just adjacent to the existing park is the City's sewer treatment plant. The City has asked that <br />any improvements not affect the treatment plant's intake at the upstream end of the existing <br />in- stream improvements. Additionally, any improvements at this site are not expected to <br />affect current or future operations at the plant. <br />There is adequate drop and flow in this area to meet all requirements and needs for a boating <br />T q p q g <br />park and to meet the CWCB's power index requirements. Additionally, the slope in this <br />reach is greater than 0.5 %. <br />Geomorphic conditions at Durango Boating Park <br />Human impact on the floodplain in the Animas River watershed has been significant, <br />particularly in the modern active flood plains. It is estimated from the geomorphic mapping <br />6 <br />There are many advantages to developing this site including historical use significant <br />physical characteristics, and the significant amount of investment that has already been made <br />into the site. Improvements made at this site will augment the current improvements, <br />( <br />I <br />prevent further erosion, and create a signature play feature that would establish the park's <br />reputation as a freestyle destination. These improvements will also be designed to enhance <br />the shoulder season /winter season paddling experience to provide for local development <br />and training. <br />Geomorphic conditions at Durango Boating Park <br />Human impact on the floodplain in the Animas River watershed has been significant, <br />particularly in the modern active flood plains. It is estimated from the geomorphic mapping <br />6 <br />
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