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2.05 APPLICATION FOR PERMIT FOR SURFACE OR UNDERGROUND MINING ACTIVITIES - <br />MINIMUM REQUIREMENTS FOR OPERATION AND RECLAMATION PLANS. <br />• Objectives <br />No answer required. <br />2.05.2 Operation Plan - Estimated Area <br />(1) Production Methods and Equipment <br />Mining ceased at the Bowie No. 1 Mine on December 4, 1997. No <br />production is scheduled from the mine during this permit term. Final <br />reclamation of the surface facilities of the underground mine at both <br />the East and the West portals is underway. The unit train loadout <br />will remain operational throughout this permit term. <br />The following provides a historical perspective of the mining that <br />occurred at the East and West Mines. <br />Mining practices were in accordance with the recommendations of the 0. <br />S. Bureau of Land Management concerning Maximum Economic Recovery <br />(MER). The mining method employed was room and pillar with partial <br />pillar extraction from both panels and main entries when development <br />was exhausted and mining conditions were practical. The mine workings <br />are shown on Map 2-5 in Volume No. 2. <br />Stipulation "g" <br />Federal coal lease C-37210 stipulation "g" allowed only limited mining <br />within 0 to 600 feet overburden zone depicted on Map 2-5. Additional <br />mining constraints, developed as pillar stability design calculations, <br />apply to the 600 to 600 feet overburden buffer zones also depicted on <br />Map 2-5. These additional constraints were based upon recommendations <br />contained in the June, 1983 subsidence study (Subsidence Appendix, <br />Volume 3) conducted by Geo-Rydro Consulting, Inc. <br />0 to 600 feet of overburden <br />i• <br />• Only access entries are developed under Stevens <br />Gulch and East Roatcap Creek drainages. <br />• Permanent protective pillars were left standing to <br />prevent all surface and subjacent disturbance to the <br />overburden. <br />• Protective pillars in these buffer zones are <br />designed to provide safety factors in excess of 2.0 <br />using the Wilson pillar design method. (See Pillar <br />Stability Calculations in Volume 2) <br />• Panel designs for specific development geometries <br />and mining heights vary within these buffer zones <br />and are optimized for MER, however the minimum <br />safety factor criteria for all panels developed <br />within these buffer zones remains constant at 2.0. <br />• Secondary extraction or retreat mining is limited to <br />the recovery of floor coal within previously <br />developed entries. <br />Permit Renewal - 1 - 01/03 <br />RN-ov (y/9/oti~ <br />/a1R-Id6 <br />