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<br />" <br />.' <br />.' <br />cc <br />,. <br />U": <br />,- <br />~ <br /> <br />Alternatives were developed by first identifying potential project elements or components. Next, <br />the identified project elements were subjected to a screening analysis to eliminate less suitable <br />items from further consideration. Finally, the individual elements which survived the screening <br />process were combined in alternative projects using the following plan formulation criteria: <br /> <br />1. Alternatives were developed to illustrate the potential costs and yields for a wide <br />range of development. <br /> <br />2. The maximum project considered was similar to the system recommended in the <br />1985 Rescoping Study, <br /> <br />3. <br /> <br />Alternatives were formulated to improve and expand existing facilities, to develop <br />new sources of water or to do both.. _- <br /> <br />.. <br /> <br />4. Alternatives were formulated to be generally complementary such that a larger <br />project could be developed in stages starting with one of the smaller alternatives. <br /> <br />The Phase One study was a comprehensive reconnaissance investigation resulting in six final <br />alternatives ranging in capital cost from $1.9 million to $20.6 million. The need for low.cost <br /> <br />methods of improving water supplies resulted in the selection of an alternative serving the <br /> <br />Norwood-Redvale area with a capital cost of $2.9 million composed of a combination of <br /> <br />structural and non-structural improvements. <br /> <br />PHASE TWO STUDY <br /> <br />Phase Two of the study is currently underway and consists of investigations of the feasibility of <br />the structural improvements and implementation of the non-structural improvements. The <br />Phase Two work is a cooperative effort involving State, Federal, and private sector components. <br />The lead agency is the CWCS with assistance provided by the USSR, the Soil Conservation <br />Service (SCS) , the County Extension Service, and the local ditch companies. The lead <br />technical role is provided by Boyle Engineering Corporation under contract with the CWCS. <br /> <br />5 <br />