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2006-12-12_REVISION - M1987028 (2)
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2006-12-12_REVISION - M1987028 (2)
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Last modified
6/15/2021 6:08:04 PM
Creation date
11/21/2007 6:03:30 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987028
IBM Index Class Name
Revision
Doc Date
12/12/2006
Doc Name
Conversion Appl
From
Colorado Marble, L.L.C.
To
DRMS
Type & Sequence
CN1
Media Type
D
Archive
No
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Topsoil Recovery and Stockpile Locations <br />Up to six feet of topsoil may salvaged sourced from the areas directly above the footwall <br />contact, although many exposed surface/bedrock contacts show 1' or less of soil covering <br />bedrock, The white mazble "seam" itself has little to no soil cover, which can be <br />discerned from aerial photos. Topsoil stockpiles maybe located in several azeas during <br />the maturation of the mine plan at the Lilly Mines site. At present, topsoil stockpiles are <br />located along the southeastern portion of the lower staging area. This topsoil will be used <br />for surface application along the eastern slopes of the lower staging area waste rock <br />dump. These soils will be available for use in the next two or three field seasons to aid in <br />re-vegetation of the eastern edge of the lower waste rock dump and the berm along the <br />roadway separating mine drainage from Taylor Gulch drainage. Topsoil stockpiles will <br />be located at the upper, western portions of the affected land, above the highwall <br />benches, to be used for final re-vegetation of the flat bench tops. Topsoil stockpiles will <br />also be located east of the marble bed but west of Taylor Gulch drainage in the northern <br />end of the affected lands. These topsoil stockpiles will not be developed until later in the <br />mine plan, approximately 10-15 years from present. Topsoil will be placed in <br />temporary stockpiles at slopes no greater than 2.5:1 and will be contour furrowed to <br />minimize storm event erosion. A drainage Swale will be maintained around each <br />stockpile to minimize soil removal via storm event and/or spring snow melt. The <br />drainage swales will be constructed with bulldozer as a shallow ditch no less than 3 feet <br />deep and dozer blade width (10'-12') wide. The drainage swales will be graded to drain <br />towazds the south and connect with the highwall bench drainage system described below. <br />Stockpiles remaining more than one season will be broadcast seeded with the approved <br />site seed mix at 20#/acre and mulched with clean straw mulch at 2000#/acre to promote <br />seed germination and survival. It is estimated that the area immediately west of and <br />above the highwall areas will provide between 25000 to 35000 tons of topsoil, enough <br />material to cover 20 acres of disturbed land 6" deep and 8 acres of bench azea 1' deep. In <br />addition, topsoil recovered from stripping operations immediately east of the marble bed <br />and in localized areas directly above the marble bed as mining progresses north from its <br />current location will be placed in stockpiles located along the upper highwall zone or in <br />the upper reaches of Taylor Basin in the northern portion of the affected land, west of the <br />Taylor Gulch drainage channel. This area will provide an additional 5000-10000 tons of <br />soils to be used in final reclamation work. Regardless of the final volumes of topsoil <br />encountered during mine bench and pit development, Colorado Mazble Inc., commits to <br />salvage, appropriate storage, and use of all topsoil materials in the final reclamation of <br />the site. <br />7 <br />
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