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<br />( <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 />. L' <br /> <br />. ,) <br /> <br />-5- <br /> <br />pervious grave1s*, we estimate that underseepage losses could <br />be between 1,5 and 150 cfs for an impervious structure con- <br />structed without a foundation cutoff. The extend of the per- <br />meable materials beneath the dam, and their permeability should <br />be investigated during final design. The natural of the under- <br />lying bedrock should also be investigated. <br />The reservoir is within an area mapped by the Colorado Geo- <br />logical Survey (Special Publication 5-A) as possibly containing <br />sand and gravel resources. There is pi'obab1y insufficient <br />materials present to warrant a commercial operation, however, <br />this aspect should be considered during planning. <br /> <br />RecoTTfTlendations <br /> <br /> <br />Prior to final design, we suggest that a complete soil in- <br /> <br /> <br />vestigation be undertaken. The geotechnical data from such an <br /> <br /> <br />investigation should include, but no be limited to, the depth <br /> <br /> <br />to bedrock at the dam axis, the engineering properties of the <br /> <br /> <br />bedrock, the thickness of and engineering properties of the <br /> <br /> <br />alluvium, the nature of the man-made fill on the north abut- <br /> <br /> <br />ment, the types and quantity of materials with which to con- <br /> <br /> <br />struct the embankment, permeability of the alluvium and the <br /> <br /> <br />bedrock. <br /> <br />*Earth and Earth-Rock Dams, 1963, by Sherard-eta1, Page 269 <br />