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n <br />U <br /> <br /> <br />D1VIS[ON OF MINERALS & GEOLOG]' BOARD PERMIT APPl,1CATlON <br />REGULAR OPERATION (112) <br />PROJECT NAME: ROGUE/RIVER P1T <br />I'~aE <br />E:~IIIBIT D - MINING PLAN <br />As pit excavation proceeds to the west, dewatering <br />operations will be relocated to the west accordingly. <br />Dewatering operations may be suspended during winter shut- <br />down. <br />;. R~hen overburden is encountered, the material will be <br />removed by scrapers and dozers if ground conditions permit. <br />If wet conditions or wetland areas are encountered, the <br />material will be separated and excavated with an excavator <br />and loaded on haul units. Where operations permit, the <br />overburden will be used as backfill in previously excavated <br />areas. It is anticipated [hat minimal overburden will be <br />encountered. Therefore, we do not anticipate handling <br />problems associated with the overburden removal. Very <br />little, if any, of this material should require stock- <br />piling prior to backfilling in the pit excavations. <br />C~ <br />1. Gravel reserves will be mined with an excavator and loaded <br />on haul units to be transported to the processing areas. <br />Exploratory tests have indicated that varying sizes of <br />gravels will be encountered during mining operations. This <br />material may be separated accordingly and transported to <br />the proper processing area and stockpiled. If unsuitable <br />material is encountered during mining operations, the <br />material will be separated at the excavation and will be <br />used as backfill in the pit excavations. Mining operations <br />inay be benched to make full utilization of the existing <br />gravel reserves. Benching requirements will be determined <br />by the depth of the gravel reserves and safety <br />considerations. <br />The excavated interior pit slope will be a minimum of 3:l <br />slope from existing ground to ten feet below water and 2:1 <br />gradient from there to the bottom of the excavation. <br />Perimeters of the pond area at or near water level may be <br />"flattened" to create additional wetland areas. <br />• <br />5. There will he one main operation to occur on site. This <br />will consist of a crushing and screening operation that <br />will include a commercial crusher set-up with miscellaneous <br />conveyors and screens. Additional operations may be set up <br />for specialized material processing. These may include: <br />a. A screening plant consisting of a conveyor and screen. <br />b. A portable commercial asphalt plant. <br />c. A portable commercial concrete batch plant. <br />Duckels Construction, Inc. dba Yampa Aggregates <br />412311 Routt County Rd. #129, Steamboat Springs, Colorado 30457 <br />