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use of: a) water resistant slurry for the extremely wet holes, b) bagged gel products in <br />conjunction with ANFO in plastic sleeved holes for slightly wet holes, c) de-watering pumping of <br />the wet holes in conjunction with lined ANFO for moderately wet holes d) straight ANFO for the <br />dry holes.. Typical poundage of explosives used per hole will range from 0-1420 pounds of <br />ANFO/slurry for full bench production blast, 0-600 pounds of ANFO/slurry for deck shots and 0- <br />90 pounds of ANFO/slurry for parting shots, see Attachment 2.05.3(6)(a)-5. It is not unusual to <br />use all of the methods listed above, along with loading conventional straight ANFO in dry holes <br />in a single overburden blast pattern. <br />Explosive Storage <br />There will be no explosives stored on the mine permit. All explosives will be handled and <br />transported by an independent contractor. The independent contractor will store all explosives <br />off of the mine permit, at their own facilities. <br />Blasting Procedures <br />. Vegetation is cleared from the undisturbed surface and suitable topsoil removed prior to drill <br />bench preparation and drilling overburden. The overburden above the Dakota coal seam <br />consists of a poorly cemented sandstone, argillaceous shale, and a calcareous caprock. This <br />overburden will be drilled by a rotary blast hole drill with pattern hole spacings as indicated <br />above. <br />After the holes are drilled, they will be loaded with a blasting agent. The powder factor, pound <br />of explosive per cubic yard of overburden, will vary, but the ground vibration will not exceed 1.0 <br />inch-second at any dwelling past the permit boundary. Priming of the blasting agent shall be <br />accomplished with cast primers. A certified blaster will determine the amount of explosive, <br />decking, delays, and stemming required for each blast hole. <br />Parting drilling and blasting procedures are performed in the same manner as the overburden, <br />except the drill pattern may be slightly smaller, 6'x6' to 15'x15', due to the smaller thickness of <br />material to be blasted. Proper delay systems and adequate stemming will insure proper <br />fragmentation, control ground vibration, air shock, and tlyrock, and minimize dust generation. <br />(Revised iz Nov zooz) 2.05.3(6)(a) 6 <br />