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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 />002591 <br /> <br />constructed in the porous upper portions of the bedrock to prevent <br />seepage, The cutoff trench will be backfilled with select impervious <br />material (1). <br /> <br />2. Bedrock Geology <br /> <br />The reservoir basin behind the proposed Taylor Draw Dam lies <br />on a bedrock of Mesa Verde Group sandstones, shales, and claystones. <br />These rocks are exposed as rims and ledges of the more resistent sand- <br />stone beds, and surround the broad valley of the meandering White <br />River (1), <br /> <br />The dam site is founded on bedrock of the lowermost Iles <br />formation of the Mesa Verde Group and the uppermost Mancos Shale, <br />both of late Cretaceous Age. The contact is conformable and indistinct <br />as the gray marine shales of the Mancos formation grade upward into <br />thin bedded sandstones, claystones, and sandy shales, and finally to <br />the thick massive sandstones of the lower Iles formation. In the <br />vicinity of the dam these rocks dip about three or four degrees north- <br />east, or generally upstream and toward the left abutment. Thick beds <br />of Iles formation sandstones outcrop at the right abutment and along <br />the edge of a terrace near the left abutment, Moving the axis of the <br />dam slightly upstream from the site originally proposed for the <br />Rangely Project will decrease the slope of the right abutment and <br />considerably reduce the cutting necessary to flatten the slope of this <br />abutment. It will be necessary to reduce the slope of the right abut- <br />ment in order to obtain a positive seal between the impervious'core of <br />the dam and the bedrock (1), <br /> <br />Drilling and water tests performed during previous investiga- <br />tions of the site revealed the bedrock to' be primarily interbedded <br /> <br />11-11 <br /> <br />-'~ <br />