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• Soil erosion resulting from the operation has been stabilized; and <br />• A vegetative cover at least equal to that present prior to the disturbance has been <br />established. <br />Reclamation Costs <br />The CM -25 Mine permit consists of two major parcels - the mine waste area and the <br />proposed venthole areas. Listed below are the significant parts of the reclamation efforts <br />required at each parcel, followed by the calculations for reclamation costs. <br />Mine Waste and Portal Area Cost <br />Remove office trailer $400 <br />Plug portals $400 <br />Re- contouring the mine waste dump $1,160 <br />Spreading soil material $2,520 <br />Pocking waste dump $1,250 <br />Seeding $1,129 <br />Plug ventholes $3,580 <br />Total $10,439 <br />The cost to remove the office trailer is based on two men taking apart the office trailer in <br />4 hours and hauling it offsite. The estimated cost is $400. <br />The cost to remove the concrete for the shop building pad and put it inside the portal is <br />included in the cost to plug the portal. <br />The northern portal will be closed by replacing the bat gate, which is currently installed <br />in the portal, back in place. The bat gate will be removed from the portal in one <br />salvageable piece when mining operations resume; therefore, this gate should readily re- <br />attach to the frame at the portal for final reclamation. <br />The southern portal currently has a locked bat gate on it which will be maintained as such <br />during mining operations. There should be no cost to reclaim this. <br />Cost = $400 to re- attach the bat gate to the frame at the portal <br />The cost to re- contour the mine waste dump is based on using a D -6 dozer, or equivalent, <br />to push the mine waste material to a 2H:1 V final slope. The mine waste dump will <br />consist of an upper tier, located just outside the portal, and a lower tier for the ore <br />stockpile and haul truck access. It is estimated to take approximately 8 hours to re- <br />contour the waste dump to a 2:1 slope. <br />Cost = 1 dozer x $145 /hr x 8 hr = $1160 <br />D -4 <br />