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<br />project outside the Project Area, it is not considered necessary to <br />treat this plan in this report in the same degree as is applied to <br />other Project Area alternatives. Throughout the remainder of this <br />report, reference is made primarily to economic consideration of <br />the Exhibit 3 diversion system and no environmental factors are <br />evaluated and/or tabulated. <br /> <br />o <br />~ <br />~~ <br />r") <br /> <br />I <br />I <br /> <br />11. Selected Plan <br /> <br />I <br />I <br /> <br />Based primarily on economic and practical operational factors, <br />the Cities tentatively selected Plan F-2 as the most advantageous <br />for further development consideration. Its most favorable aspects <br />from these viewpoints were: (1) better construction conditions <br />because of tunnel, pipeline, and dam locations, (2) more favorable <br />access to diversion structures because of elevation and location <br />outside of the U. S. Forest Service Wilderness Area, (3) practical <br />means for disposal of tunnel spoil in the Iron Mountain Dam, <br />(4) proximity of the pumping station to U. S, Highway 24 for <br />both access and power supply, (5) maximum water development, <br />and (6) least initial capital cost and least annual cost per acre- <br />foot of water production due, partially, to joint development <br />with the CRWCD. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />A short term comparison of estimated costs for each of the nine <br />plans investigated is shown on Table 1. A detailed discussion of <br />the operational and economic advantages and disadvantages of <br />each plan is contained in the engineering report prepared by the <br />Cities' consultant.' <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />* <br /> <br />Report on Water Supply Devdopment, Ilomestake Collection System, <br />Cross Creek and Fall Creek, Black & Veatch, Consulting Engineers, <br />October, 1973. <br /> <br />I <br /> <br />22 <br />