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REV99508
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Entry Properties
Last modified
8/25/2016 3:23:23 AM
Creation date
11/22/2007 12:27:27 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Revision
Doc Date
2/2/2004
Doc Name
Comments to a New Proposed Reclamaton Liability
From
J.E. Stover & Associates
To
DMG
Type & Sequence
RN4
Media Type
D
Archive
No
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f~ <br />BOWIE RESOURCES LIMITED <br />EAST MINE RECLAMATION <br />SCOPE OF WORK <br />General <br />The contractor shall provide the necessary manpower, equipment and supplies to <br />remove concrete, regrade, and place topsoil at the East Mine Facilities area in <br />accordance with provisions of this scope of work. <br />Mobilization <br />The Contractor shall mobilize necessary personnel and equipment to perform the work <br />in accordance with the plans and this scope of work. After the work is completed the <br />Contractor shall clean up the work area and demobilize all of its equipment, supplies <br />and personnel. <br />The Contractor shall be paid the lump sum price stated in the Bid Sheet under <br />Mobilization for all work required under this section. Sixty percent shall be paid after the <br />Contractor has mobilized to the site and the remaining forty percent shall be paid after <br />the contractor has completed the work and completely demobilized from the site. <br />East Mine <br />• The final contours for the East Mine are shown on Map 6A-5N Post Mining Contour <br />Map. Approximately 420,000 cubic yards shall be excavated and placed to establish <br />approximate original contours. Cross-sections representing the existing and final grade <br />are shown on the Maps listed in the Contract Documents section. These final contours <br />closely resemble the original contours. <br /> <br />Coal remaining on the benches shall be placed in the deep portions of the fill. The coal <br />shall be mixed with other dirt as it is placed in the fill. Material placed in the fill will be <br />spread in approximately 2-foot lifts. All fills will be placed on ground that is completely <br />cleared of vegetation and root growth. Fill material will be placed in horizontal lifts, <br />adjusted to a moisture content at or above optimum moisture and compacted to at least <br />90% of the maximum standard Proctor density. Compaction will be tested by an <br />independent laboratory. Concrete and other refuse material existing on site shall be <br />placed in the deeper portions of the fill. <br />The contractor shall prepare the reclaimed areas for seeding. Seedbed preparation <br />shall consist of extensive roughening by track hoe gouging (pocking). Extensive <br />roughening provides for increased moisture retention and favorable micro sites for plant <br />establishment. <br />-1- <br />
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