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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The consultant determined that raising the height of the dam at each of the nine <br />reservoirs by five feet would add 3,1/;9 acre-feet of storage capacity. Raising the <br />height of the dam at each of the nine reservoirs by ten feet would add 6,/;22 acre- <br />feet of storage capacity. <br /> <br />The moderate amount of additional storage which could be obtained by raising the <br />height of the nine dams, even if there were no major obstacles to such work, shows <br />that this is not a promising approach. There are, however, numerous obstacles to <br />raising the height of these dams. First, it has in past studies been determined that <br />geological conditions on Grand Mesa would effectively impede construction of <br />larger dams than those which already exist. A review of topographical maps of the <br />Grand Mesa area did not reveal any previously undeveloped morraines that could <br />serve as additional storage reservoirs. Second, suitable fill material for larger <br />earth dams would be difficult to obtain within reasonable hauling distance. Third, <br />the headwaters dams are on land owned and managed by the U.S. Forest Service <br />and construction work to rehabilitate or enlarge any of the dams would require <br />prior approval by that agency. Such approval would be granted only after <br />compliance with lengthy and costly procedures including preparation of environ- <br />mental impact statements. Fourth, access to most of the dams is difficult. <br /> <br />Based on the foregoing problems, it is evident that adding storage capacity at <br />existing headwaters reservoirs is not an attractive option and may, in fact, be a <br />non-viable option because of physical and institutional constraints. <br /> <br />C. Alternative Storage Sites <br /> <br />The preceding paragraphs indicate that average annual water shortages cannot be <br />alleviated by (I) non-structural measures such as a reduction in diversions or <br />changes in the point of use for releases from existing reservoirs nor by (2) enlarging <br />the storage capacity of the existing headwater reservoirs because of physical and <br />institutional obstacles. Thus, it appears that construction of new storage is the <br />most promising option. This conclusion was reached in nearly all previous studies, <br />including the investigation concluded in 1985 by the consulting firm of Western <br />Engineers. <br /> <br />IV-8 <br />