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r <br /> analysis,and in combination with goals and requirements expressed by the Town of <br /> Pagosa Springs and feedback from the public meeting 'that was held,the phase II design <br /> was created. The proposed improvements will provide a deep center channel that will act <br /> to pass sediment,woody debris and ice down the main channel. The drops in this main <br /> channel will create scour pools that have been shown to increase over-winter habitat. The <br /> elevated wings and added boulders will provide velocity barriers and large eddy habitat. <br /> Furthermore,the addition of rock structures, un-grouted scoured rock toe armoring, and <br /> un-grouted rock bank work will greatly enhance the interstitial habitat within the reach . <br /> These structures were chosen over more traditional structures,such as W- <br /> structures, because they are permanent,require no maintenance with the exception of <br /> minimal maintenance and adjustment after the first flow year, and because they represent <br /> a habitat and safety improvement over other forms of in-stream structures, An inspection <br /> of the new IJ-structure highlights its stability even afier the near record continuous high <br /> flows seen this spring. These structures will provide the recreational amenitylthat the <br /> Town of Pagosa Springs desires throughout this reach—for both fishing and boating. <br /> I would also like to address Mr. Dorsey's concern item by item: <br /> I. hem 11.1 71w use of concrete grout in streams is generally considered to <br /> negatively impact streams and associated aquatic life. The use of concrete grout <br /> to stabilize river features established a negative precedent. We do not wish to see <br /> the use of groat become commonplace. 777e cumulatiw impact on trout fisheries <br /> in rivers around the sate could be considerable, (We understand and support <br /> ACOE's interim policy that includes concrete as a toxin and limits its use in rivers <br /> without coffer dams in place.). <br /> would like to first note that this project is not a precedent for the use of concrete <br /> in the streambed. There are hundreds if not thousands of grouted dam,diversion, <br /> drop structures,bridge abutments, walls and other projects which have already <br /> usd concrete in the streanibed. In particular I would note the 2005 USACE <br /> project in Pueblo,CO in which similar grouted drop structures such as these were <br /> used to create a fish passage structure up a 14 foot concrete diversion dam. Mr. <br /> Dorsey's claim that the careful use of grout is"generally considered to negatively <br /> impact streams and associated life" lacks substantiation. I have discussed the use <br /> of grout in theses structures with Mr. Ken Jacobsen of the USACE in Grand <br /> Junction. He said there is no policy preventing the proper use ofgrout in these <br /> structures. Other recently USACE approved grouted drop structure projects <br /> include Clear Creek in Lawson, St Vrain River in Lyons,the Gunnison River in <br /> 1 Of note is that input from the public meeting was based specifically on improvements made during phase <br /> 1. Improvements suggested for phase II were based on the overwhelming support of this structure at this <br /> meeting. It is further of note that the primary recreational structures suggested for Phase U are situated <br /> only in highly urbanized areas. Other habitat structures are recommended in more passive areas. <br /> Mr.Dorsey's concern with regard to the grouted nature()lour rock structures are addressed later in this <br /> document. <br />