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C153379 Feasibility Study
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C153379 Feasibility Study
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Last modified
3/27/2014 11:45:21 AM
Creation date
10/5/2006 11:49:52 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153379
Contractor Name
Brook Forest Water District
Contract Type
Loan
Water District
9
County
Jefferson
Bill Number
SB 80-67
Loan Projects - Doc Type
Feasibility Study
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<br />from fine-grained sedimentary rocks such as the Laramie and Denver-Dawsoc <br /> <br /> <br />Formations. These fine-grained materials (75 percent sand, 20 percent silt <br /> <br /> <br />and clay) were deposited as alluvial fans in the South Platte channel durin~; <br /> <br />major floods in Bijou, Kiowa and Box Elder Creeks (Gardner, 1967). The <br /> <br /> <br />upstream surface of the Box Elder Creek fan presently lies about 60 to 70 ft <br /> <br /> <br />above the South Platte channel, but the downstream surface is only 25 to 30 <br /> <br /> <br />ft above the channel. Gardner (1967) estimated that the thickness of the <br /> <br /> <br />Bijou Flats in the Weldona Quadrangle could be as much as 60 ft. Well logs in <br /> <br /> <br />the Kersey area, however, indicate that the Bijou Flats Tongue is only 15 to <br /> <br /> <br />30 ft thick along Box Elder Creek (Schwochow et al., 1974). <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />The Sand Hills Formation is the most widespread surficial unit found <br /> <br /> <br />within the proposed dam and reservoir area at Hardin (Figure III-I). Although <br /> <br /> <br />shown in Table 111-1 as the oldest Holocene unit in the area, the Sand Hillll <br /> <br /> <br />actually includes several periods of depo,;ition, including late Pleistocene. <br /> <br /> <br />The Sand Hills consis ts of yellowish-bro,,'Il, well-sorted, fine-grained, non-- <br /> <br /> <br />cohesive aeolian sand with some silt. This sand is generally formed into <br /> <br /> <br />dunes whose long axes trend approximately N35W and may be as much as 10 milell <br /> <br /> <br />long. Although the average thickness of this formation is 50 ft, some dunes <br /> <br /> <br />may reach a height of 170 ft (Gardner, 1967). At the proposed Hardin axis, <br /> <br /> <br />the Sand Hills Formation covers both abutments to a maximum depth of 50 <br /> <br /> <br />ft (Figure 111-2). Due to its low density, the Sand Hills may be subject <br /> <br /> <br />to relatively high settlement, and may even be subject to hydrocompaction <br /> <br /> <br />when wetted in areas which have not been irrigated. Due to its fine-grained, <br /> <br /> <br />well-sorted and non-cohesive properties, the unit will also be very sus- <br /> <br /> <br />ceptible to erosion by wave action in a reservoir. Rapid reservoir drawdown <br /> <br /> <br />in areas covered by the Sand Hills Formation may also cause slope failures <br /> <br /> <br />due to the lack of cohesion. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />I <br /> <br />The Piney Creek Alluvium (Table III-I) forms a terrace that varies from <br />15 to 25 ft above the present channel of the South Platte River. The Piney <br />Creek, consisting of dark gray to yellowish-brown sandy silt and organic sand, <br />is generally derived from local bedrock and older surficial units (Gardner, <br />1967). Although originally widespread, particularly in the creeks and draws <br /> <br />1II-8 <br /> <br />I <br />I <br />I <br />I <br />I <br />
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