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PERMFILE50729
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PERMFILE50729
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Entry Properties
Last modified
8/24/2016 10:55:08 PM
Creation date
11/20/2007 2:36:59 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981028
IBM Index Class Name
Permit File
Doc Date
12/11/2001
Section_Exhibit Name
ASH DISPOSAL PLANS
Media Type
D
Archive
No
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• The formations which are most abundant at or near the surface <br />in Weld County ere the Fox Hills and Leremie formations. <br />Refer to the Generalized Stratigraphic drawing on the <br />following page. The Ogallala and Arikee formations are found <br />in the northeast portion of the county. The alluvial <br />materials were deposited in the flood plain of the South <br />Platte River Volley. Terrace deposits formed mainly in the <br />central portion of the county on both sides of the river <br />valley. <br />4.4.3 Geologic Structures <br />Pre-mine bedrock structures conaiat of gently undulating <br />bedding planes with a regional dip of 10-3o to the <br />west-southwest, with a north-northwesterly strike. <br />No mayor faulting patterns exist on the site. Random <br />"fracturing" of plastic bedrock materials exist due to stress <br />release as the strata was unloaded. Several discontinuous <br />randomly oriented shear zones have been encountered during <br />mining. <br />Please refer to Section 4.5.4, Hydrologic Deta £or cross <br />sections of geology. <br />• 4.4.4 Geologic Hazards <br />No geologic hazards are present at the Keenesburg Mine - eah <br />disposal site. Topography of the dump site will be nearly <br />flat, and due to the highly permeable mantle of sand that <br />surrounds the proposed disposal area, erosion potential is <br />minimal. The Keenesburg Mine has not discharged or received <br />run on within its permit area due to heavy precipitation <br />episodes since the inception of the mine in 1980. <br />Although the materials present at the Keenesburg mine eah <br />disposal site have relatively low strengths associated with <br />them, these materials will not be required to meet engineering <br />criteria regarding slope stability and subsidence. <br />• <br />-11- <br />
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