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Pagosa Springs San Juan/Delores River Div 7 Response Letter
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Pagosa Springs San Juan/Delores River Div 7 Response Letter
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Last modified
11/6/2014 12:00:03 PM
Creation date
10/27/2014 11:54:50 AM
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Water Supply Protection
Description
Dave Rosgen respone letter on the San Juan River in Pagosa Springs, CO
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
1/1/2007
Author
Dave Rosgen
Title
Pagosa Springs WWP, San Juan/Delores Division 7 Dave Rosgen's response letter
Water Supply Pro - Doc Type
Correspondence
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Wildland <br /> Hydrology <br /> Consultants <br /> Ken Jacobsen July 22, 2005 <br /> U.S. Army Corps of Engineers <br /> Sacramento District <br /> 1325 J St. <br /> Sacramento, CA 95814-2922 <br /> CC: Kara Hellige and Bruce McCloskey <br /> Dear Ken, <br /> I would like to respond to the public Notice Number 200575106 for the proposed work <br /> on the San Juan River near Pagosa Springs. First, I think that recreational boating and <br /> fish habitat can be compatible, depending on the nature of the design. The proposed <br /> design should meet multiple objectives including flood level issues,bank erosion <br /> potential, aesthetics, as well as the fishery and recreational boating emphasis. <br /> Second, as a landowner in Archuleta County and a concerned Professional <br /> Hydrologist/Geomophologist, I offer a summary of my concerns of the proposed design: <br /> 1. Since most of the bed of the San Juan River is bedrock, how are the proposed 4-6 <br /> foot boulders going to be anchored"flush"with the bed(channel invert) at the <br /> center portion of the proposed U dams? The existing"U"dam that replaced the <br /> W-weir in front of the springs needs to be assessed in terms of potential change in <br /> flood capacity(after the fact). The invert of this U structure was placed <br /> approximately 1.5 to 2.0 feet above the bedrock bed. The flood stage change <br /> should be checked not by estimates of stage-varying roughness coefficients using <br /> HEC-RAS or other one-dimensional models,but checked against controlled <br /> elevations and rating curves tied into bedrock benchmarks of the USGS. I suggest <br /> the USGS or a third party survey effort be utilized in this assessment of flood <br /> level relations. Validation of the models used to evaluate flood levels for the <br /> proposed work should be made against measured velocity/stage/slope relations <br /> using data from the form 9-207 (streamflow measurement summary data). This <br /> effort would be extremely valuable to the City of Pagosa due to their flood level <br /> policies and the very real potential flood risks of the proposed structures. <br /> 2. Concreted structures are not necessary on bedrock as our 10 year history of <br /> boulder placements on the San Juan River has shown based on the use of <br /> strategically placed footers. Over 4,100 boulders were placed on a bedrock- <br /> controlled bed and have been extremely stable associated with flood levels larger <br /> than those of the spring of 2005. Our monitoring has shown that approximately <br /> five boulders have moved a short distance over ten years, which is 0.1 per cent of <br /> all rocks placed. If the fishery resource is one of the objectives of this work, <br /> concrete is generally not used with native material enhancement of habitat. Since <br /> • <br /> 11210 N. County Rd. 19 • Ft. Collins, CO 80524 • (970) 568-0002 • FAX (970) 568-0014 <br />
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