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M1..-CONTINENT RESOURCES, IINC. <br />PRODUCERS Of THE FAMOUS COAL BASIN COKING COAL <br />80X 158 <br />CARBONDALE, COLORADO 81623 <br />MIO.CONTINENT RESOURCE S.INC. TELEPHONE <br />62S PLAINilElO ROAD • SUITE 220 G~OX196S-25et <br />WILLOWBROOK, ILLINOIS b05~1 TWX <br />910 92G 8191 <br />September 9, 1986 TLX <br />~wTZ• <br />Ms.~ Candace Thompson <br />Mined Land Reclamation <br />423 Centennial Bldg. <br />1313 Sherman St. <br />Denver, Colorado 80203 <br />Re: T. R. for Proposed Rock Tunnel Pad Expansion <br />Permit C-017-81 <br />Dear Candace, <br />The following information is for a technical revision to <br />expand the rock tunnel pad area. The idea is to permit it <br />• now and be able to fill this area with rock as it comes out - <br />of the tunnel. As you can see by the layout of the buildings <br />they will eventually cover this area. The buildings are pro <br />posed to be constructed during the next 2 to 5 years (bath- <br />house then office). The fill will be constructed the same as <br />the main tunnel refuse pile, using standard engineering prac- <br />tices and under the supervision of Tom Johansen, P.E. The <br />lifts will range from approximately 1 foot on the outslopes <br />to 2 feet maximum in the interior. The grading and compaction <br />will be done by D-8 Caterpillar tractor. <br />All vegetation will be removed and all topsoil will be <br />excavated and stored on the existing (west) tunnel topsoil <br />pile. Estimate 8" to 12" depth and approximately 700 cu. yds. <br />(toe of existing slope to toe of new slope). As soon as the <br />fill is completed the outslope will be covered with 12"+ of <br />surplus topsoil from the No. 3 mine road slump area in spring <br />of 1987. The area will then be revegetated using the 8,000' <br />seed mix and the tunnel reclamation plan procedures. <br />The small drainage paralleling the toe of the existing <br />slope will be diverted south as it exits from the 36" CMP that <br />goes under the road to the tunnel wells (see map). This <br />drainage has a very flat slope--2 to 3 percent-- and when <br />diverted this slope will be maintained, thus not requiring any <br /> <br />142 <br />