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PROJ00072
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Last modified
11/19/2009 11:43:05 AM
Creation date
10/5/2006 11:34:00 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153592
Contractor Name
West Divide Water Conservancy District
Contract Type
Loan
Water District
0
County
Garfield
Bill Number
SB 89-85
Loan Projects - Doc Type
Feasibility Study
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<br />I <br /> <br />I <br /> <br />5.3 Dam Site Geology: <br /> <br />I <br /> <br />Alsbury Dam site is located on East Divide Creek at an elevation of about <br /> <br /> <br />9,042 feet (stream bed elevation) where a natural lake occurs in a small <br /> <br /> <br />mountain valley known as Reservoir Park. The creek enters a steep, narrow <br /> <br /> <br />canyon immediately downstream from the dam. The gen~al area is very <br /> <br /> <br />mountainous with nearby ridges and peaks rising to more than 10,000 feet in <br /> <br /> <br />elevation. A small dam about 10 feet in height was constructed to enlarge the <br /> <br /> <br />natural lake reportedly to supply water for natural gas drilling on the adjacent <br /> <br />Divide Creek Anticline. This gas field was discovered in 1956 (J. Dan Powell in <br /> <br /> <br />Grand Junction Geological Society Guidebook - 1982 Field Trip, page 57). For <br /> <br /> <br />unknown reasons, the embankment was breached some time in the 1970s; and at this <br /> <br /> <br />time only the original, natural lake exists (at a water surface elevation of <br /> <br /> <br />9,042 feet and an area of 4.5 acres). <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Bedrock of a fairly competent sandstone member of the Wasatch Formation is <br /> <br /> <br />well exposed on the right abutment of the dam site and for approximately 800 <br /> <br /> <br />feet upstream along the east shoreline (see Geology and Borrow Area Map, Figure <br /> <br /> <br />5.1). Much of the remainder of the dam and reservoir area; however, is covered <br /> <br /> <br />by slopewash, alluvial fan, and landslide materials. The sandstone on the right <br /> <br /> <br />abutment also is exposed for a short distance downstream from the dam and is <br /> <br /> <br />thin bedded and fairly well cemented. The beds strike N750W and dip 5 to 100 <br /> <br /> <br />downstream. A set of vertical joints in the sandstone strikes approximately <br /> <br /> <br />east/west and the joints are spaced about one to 20 feet apart. The strike of <br /> <br /> <br />the jointing at a right angle to the stream is a favorable orientation to <br /> <br /> <br />minimize seepage loss from the reservoir. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />The left abutment of the dam site is created by a huge landslide mass that <br /> <br /> <br />is about one mile wide and 2~ miles long. Reservoir Park and the Alsbury Dam <br /> <br /> <br />site are located at the upstream or south edge of this landslide. The present <br /> <br /> <br />surface of the slide area is hummocky with numerous closed depressions which is <br /> <br /> <br />typical of landslide topography. It is possible that the movement occurred in <br /> <br /> <br />several phases rather than in one sudden movement. The large-scale movement was <br /> <br /> <br />caused by the downslope dip of the bedding (to the northeast) into the canyon <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />-12- <br /> <br />- <br />
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