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MID-%;ONTINENT RESOURCES, INC. <br /> PRODUCERS OF THE FAMOUS COAL BASIN COKING COAL <br /> BOX 158 <br /> CARBONDALE, COLORADO 81623 <br /> MID-CONTINENT RESOURCES,INC TELEPHONE <br /> 245 PLAINFIELD ROAD-SUITE 220 (303)963-2581 <br /> WILLOWBROOK,ILLINOIS 60521 TWX <br /> 910 929 6894 <br /> October 5, 1984 RECEIVED 45-724 <br /> 0 JT () 91984 <br /> Mr. Jim Herron RECLAMATION DIVISIOM <br /> Mined Land REclamation Division E,Io. Dept,of Nais:rai Resources <br /> 423 Centennial Bldg. <br /> 1313 Sherman St. <br /> Denver, Colorado 80203 <br /> Re: T. R. Sutey Refuse - Move Topsoil, Road and Stream Diversion Ditch <br /> Dear Jim: <br /> Enclosed is a map (Geo-Hydro 8 of 9) showing the proposed new topsoil pile <br /> location. The dimensions will be 1501 x 450' or 55,000 cubic yards (1.55 <br /> acres); this area would be added to the five-year permit area. <br /> We believe the bond would remain the same, as the proposed pile would simply <br /> replace the original pile location. <br /> Also enclosed is a realignment of the USFS access road. This road replaces <br /> the interim five-year USFS access road and will be a permanent USFS access <br /> road. See revised July 1984 Geo-Hydro map 7 of 9, and also my revision of <br /> map 8 of 9. The five-year road covered approximately 1200' x 20' or 0.55 <br /> acres. The new permanent access road covers approximately 12001 x 20, or <br /> 0.55 acres--thus, an even trade of disturbed area. <br /> The third item enclosed is the change of location of the five-year stream <br /> diversion ditch. We propose to move this ditch up canyon about 500 feet, <br /> plus or minus. This would allow the second five-year refuse pile to go in <br /> below the ditch; thus only one ditch would have to be built for the ten- <br /> year period. The ditch design would remain the same (it actually could be <br /> reduced in size); but the exit or junction with Sutey Creek will have to be <br /> re-designed. See enclosed detail sketch. The open channel would go into <br /> a 4811 culvert under the USFS access road, then down a 20 percent slope <br /> into the rip-rapped pit at the exit. <br /> The 47-year pile design is conceptual and will be re-designed at a future <br /> date to circumvent the topsoil pile. <br /> Please contact me if you have any questions. <br /> Sincerely,�� W gc"� � <br /> Environmental Coordinator <br /> DWBowman:ms <br /> Enclosures <br />