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The access/haul road crossing, which is currently in place, is <br />similar to that which is currently used at the adjacent National <br />King Coal, Inc., operation. Monitoring of the alluvial aquifer <br />below the King Coal Mine haul road crossing indicates that there <br />has not been any adverse affects to the quantity or quality of <br />the alluvial aquifer. Furthermore, Blue Flame has committed to <br />ensuring that there will be no surface runoff from the road to <br />the AVF (see Section VIII of this document). Therefore, the <br />potential for degradation of the alluvial water system due to the <br />access/haul road is minimal. <br />Surface Water <br />The prevailing surface water regime at and near the Blue Flame Coal <br />Mine may be impacted in two ways. <br />1. Dimunition of water quality due to drainage from the mine <br />facilities area; and, <br />Dimunition of water quality resulting from subsidence. <br />As discussed elsewhere in this document, the only surface disturbance <br />at the Blue Flame site are the surface facilities and associated <br />roads. To protect the hydrologic regime at and near the proposed <br />permit area, the applicant has designed a sediment control system for <br />the disturbed area. Upland diversion ditches will convey water from <br />the undisturbed portions of the permit area around the disturbance <br />and onto the floor of Hay Gulch, as would occur naturally. A second <br />system of ditches will carry water within the disturbed area to a <br />sediment pond on the site, which has been sized to comply with the <br />regulations. This system is dissolved to prevent sediment loaded <br />runoff from the disturbed area mixing with the undisturbed hydrologic <br />regime. -rurthermore, to prevent degradation of the Hay Gulch water <br />quality, the applicant has committed to constructing a berm on either <br />side of the access/haul road which accesses the mine from La Plata <br />County Road 120. These berms will prevent runoff from the road from <br />reachi ng the AYF. <br />The second area of potential impact to the surface water system is <br />the result of subsidence processes (see Section XXII of this <br />document). After mining is completed, the surface above the <br />abandoned workings may exhibit fracturing. These features will <br />induce inflow of naturally occurring surface runoff into the <br />abandoned mine. It is expected that surface water flowing through <br />these fractures, and eventually discharoing to the surface system, <br />would exhibit increased levels of dissolved solids. <br />The Division finds that this impact to the surface system will be <br />minimal because the area potentially affected by subsidence is <br />relatively small, and due to the semi-arid nature of the climate, <br />surface runoff at the mine site is minimal. 7o control the discharge <br />-14- <br />