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Last modified
1/29/2010 10:11:48 AM
Creation date
10/4/2006 10:26:57 PM
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Template:
Floodplain Documents
County
San Miguel
Montrose
Stream Name
San Miguel, Dolores
Title
San Miguel Water Supply Study
Date
1/1/1990
Prepared For
San Miguel / Montrose
Prepared By
Consultants
Floodplain - Doc Type
Community File
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<br />" <br /> <br />low,cost alternatives for improving water supplies in the study area would have to be included in <br /> <br /> <br />the planning. It also became apparent that close coordination on a frequent basis with local <br /> <br /> <br />study participants would be a key activity in the planning process. <br /> <br />The public information and participation program developed for the San Miguel Study was one <br />of the most comprehensive programs of this nature ever undertaken by the CWCB or the study <br />consultant. The study participants included a water conservancy district, a water conservation <br />district, three ditch companies, the County Extension Service, the U.S. Bureau of Reclamation, <br />the Town of Norwood, and a number of other agencies and organizations who participated <br />from time to time as well as irrigators and local residents in the study area. Participation in the <br />study process was accomplished by frequent study meetings (on the average of every two <br />months), workshops on special topics, newsletters, reports and interviews with individual water <br />users. <br /> <br />A major objective of these efforts was to gain acceptance of the planning process in a <br /> <br /> <br />somewhat remote area of Colorado when there is a fair degree of skepticism regarding water <br /> <br /> <br />planning by governmental agencies. One measure of the acceptance gained was a voluntary <br /> <br /> <br />participation rate of 90 percent in a water user interview program conducted in September <br /> <br /> <br />1989. <br /> <br />The Phase One study was a comprehensive reconnaissance investigation which identified six <br />alternatives ranging in capital cost from $1.9 million to $20.6 million. The need for low-cost <br />methods of improving water supplies resulted in the selection of an alternative with a capital <br />cost of $2.9 million composed of a combination of structural and non-structural improvements. <br />The non-structural aspects of the selected alternative are primarily improvements in irrigation <br />efficiency and water system operations to better utilize existing water supplies, <br /> <br />8 <br />
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