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ENVIRONMENTAL ASSESSMENT <br /> If subsidence cracks damage any barbed wire fence within the permit area(a fencepost could be dislodged <br /> or strands of barbed wire could be stretched and break or sag), GCCE would repair the fences without <br /> charge to the UMU Tribe or would reimburse the UMU Tribe at reasonable costs for any necessary repairs. <br /> Potential impacts to structures from subsidence would be short to long term and negligible. Subsidence <br /> cracks do not rupture in such a way that the crack would represent an opening that a person or animal <br /> could fall into to any depth. <br /> Underground coal mining can result in subsidence of overlying rock. Cracks from subsidence extend <br /> upwards and can reach the surface. The hydrologic system, both surface and groundwater, could be <br /> altered by subsidence. Surface water conveyances could be physically altered by subsidence if elevation <br /> differentials result in grade changes and upland runoff patterns could be similarly altered. Subsidence- <br /> caused tension cracks could also result in loss of flow to or within these conveyances. Subsidence may <br /> locally affect surface soils through slight but non-uniform settling and development of tension cracks. Soil <br /> erosion has the potential for becoming accelerated in areas where surface runoff flows into the <br /> subsidence surface cracks. Subsidence may locally alter drainage patterns through slight but non-uniform <br /> settling and development of tension cracks. This could change infiltration, ponding, erosion/deposition, <br /> and runoff characteristics on a very small and local scale but would not be expected to have off-site <br /> impacts or otherwise affect streamflow or sediment regimes. Overtime,tension cracks would be likely to <br /> fill and seal, particularly in the areas where soils have substantial clay components and overly shale parent <br /> materials. Similarly, as small depressions collect runoff, conveyed sediments would deposit and overtime <br /> these depressions would fill, causing local topography to reach pre-subsidence uniformity. <br /> Cumulative Actions and Effects <br /> The CIAA for subsidence includes the Project Area, which includes the existing mine and the LBA where <br /> subsidence has the potential to occur. The cumulative impacts would be the removal of coal and minor <br /> amounts of possible subsequent subsidence. Approximately 17 mt of coal would be mined in the Project <br /> Area under the Proposed Action.This amount is approximately 0.018 percent of the estimated 9.61 billion <br /> tons(2006 estimate)in the San Juan Basin coal field.The level of coal production would depend on market <br /> demand for cement and associated coal as well as availability of economically recoverable coal reserves <br /> in the immediate area. Based on the unsuitability assessments (BLM 1985; SJNF 1983), 46,000 acres are <br /> identified as acceptable for further consideration for coal leasing within the TRFO, with an estimated <br /> reserve of 1.5 billion tons. Of this estimated reserve, it is unknown how much would reasonably be <br /> expected to be developed in the future. No other metal or mineral mines are likely to be developed in the <br /> CIAA that could result in subsidence. As such,the cumulative impacts of subsidence from these activities <br /> would be minor. <br /> Effects of Alternative B—No Action Alternative <br /> Direct and Indirect Effects <br /> Under the No Action Alternative, the LBA would not be offered for competitive lease sale by BLM, there <br /> would be no mining plan modification to be considered and approved by OSMRE and federal coal reserves <br /> in the LBA and new private reserves would not be recovered. Therefore, there would be no new <br /> subsidence impacts. <br /> Dunn Ranch Area Coal Lease by Application COC-78825 and Mine Plan Modification EA 3-32 <br />