Laserfiche WebLink
<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 />14:.8 <br /> <br />Bedrock formations in the study area are, in ascending order, the <br /> <br /> <br />Mancos Shale, the Point Lookout Sandstone, and the Menefee <br /> <br /> <br />Formation. The Menefee Formation consists of alternating sequences <br /> <br /> <br />of sandstone and carbonaceous shale with minor amounts of coal. It <br /> <br /> <br />is slightly friable but well cemented. The MeneEee is exposed in the <br /> <br /> <br />canyon walls. Geologic characteristics of this formation generally <br /> <br /> <br />make it sui table for dam and reservoir foundations. Locali zed <br /> <br /> <br />occurrences of coal and carbonaceous shales may require special <br /> <br /> <br />treatment during construction, but are unlikely to have a <br /> <br /> <br />significant effect on dam feasibility. The Point Lookout Sandstone <br /> <br /> <br />may be exposed locally at the base on the canyon walls. The Mancos <br /> <br /> <br />Shale probably underlies the entire study area but appears <br /> <br /> <br />everywhere to be overlain by the Point Lookout Sandstone and <br /> <br /> <br />therefore should not influence dam siting. <br /> <br />The depth of alluvium in the valley fill is estimated to average about <br /> <br /> <br />80 feet. It consists of clays, silts, and some gravels. Because of <br /> <br /> <br />the apparent depth and composition of the valley fill, it was <br /> <br /> <br />concluded that only zoned earth embankment or rockfill dams should be <br /> <br /> <br />considered. At this stage of the investigations, it is not felt the <br /> <br /> <br />depth and composition of the valley fill would be suitable for a <br /> <br /> <br />roller compacted concrete dam which would be desirable from the flood <br /> <br /> <br />capability standpoint. <br /> <br />Published mapping indicates some localized, small-scale landslides. <br />These would not, however, signi f icantly af feet dam si te feas ibili ty. <br /> <br />23 <br />