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PROJ00259
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Last modified
11/19/2009 11:43:14 AM
Creation date
10/5/2006 11:45:56 PM
Metadata
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Loan Projects
Contract/PO #
C153424
Contractor Name
Colorado River Water Conservation District
Water District
0
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />ween Section 36, Township 6 South, Range 91 West and Section 1, <br />Township 7 South, Range 91 West. No geologic or geotechnical investi- <br />gations have been made of the dam sHes. The following discussion is <br />based on a reconnaissance made on July 25, 1985. <br /> <br />I <br />II <br />I <br />I <br /> <br />The geology of the East Divide Creek damsites is that of the <br />area southeast of the Piceance Creek Basin and southwest of the Grand <br />Hogback. The bedrock is the lower and middle parts of the Wasatch <br />Formation of Tertiary Age. The Wasatch Formation consists of <br />sandstone, and conglomeratic sandstone near the base, interbedded with <br />siltsone and claystone. The West Divide Creek anticline is about two <br />miles southwest of the damsite. III the vicinity of the damsite the <br />beds dip 1. to 10. southwest. No major faults have been identified in <br />the areas of the damsites, but joints are conspicuous in the more com- <br />petent beds. The most abundant joInts are parallel to the bedding. <br />Other joint sets are at right angles to the bedding approximately <br />parallel to the strike of the beds, and at right angles to the strike <br />of the beds. <br /> <br />I <br />I I <br />I <br />I <br />I <br />II <br />I <br />I <br /> <br />The bedrock is concealed for the mos t part by surficial <br />deposits. The surficial deposits include colluvium, including <br />landslide deposits, and alluvium including terrace deposits. The <br />colluvium is derived by weathering from the underlying bedrock. It <br />consists of angular blocks and gravel of sands tone in a sandy and <br />silty clay matrix. Colluvium accumulates wi th time on the slopes. <br />During periods of high precipitation or rapid snowmelt the colluvium <br />becomes saturated and fails, forming landslide deposits. A large <br />landslide has been mapped (Ref. 36) on the left abutment and in the <br />reservoir area of the proposed damsite. In the bottom of the East <br />Divide Creek is alluvium, primarily derived by erosion of the collu- <br />vial deposits. It consists of gravel, sand and silt. Locally are <br />cobbles and gravel of basalt derived form the older terrace deposits. <br />Between East Divide and West Divide Creeks on and north of East Divide <br />Creek are terrace deposits. The terrace deposits consist of cobbles <br />and gravel, chiefly of basalt, but containing pieces of other hard <br />igneous and metamorphic rocks, in 8, sandy and silty matrix. On the <br />surface of the terrace deposit is a fine silt, probably Aeolian in <br />origin. (See Figure IV-5) <br /> <br />I <br />I <br /> <br />I <br /> <br />IV-l9 <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />Material suitable for an earthfill or rollercrete dam pro- <br />bably can be developed from the colluvium, including the landslide <br />deposits. Aggregate and sand for concrete and for drain material <br />could be processed from the terrace deposits. The terrace deposits <br />could also possibly furnish enough coarse material for riprap. There <br />is no local source of sui table materIal for a rock fill dam. <br />
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