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water will be withdrawn from the creek. An overland ditch will divert water into West Roatcap Creek thus bypassing the Bowie No. 1 West Mine site. Clean water diversions above the main facilities minimize surface water runoff through the site. Mine inflows under and adjacent to the creek are predicted to be insignificant. A brief discussion of sediment control measures, subsidence impact mitigation, surface water inflow predictions and water augmentation plans follow. The Bowie No. 1 mine plan is designed to minimize the impacts of the project on the surface water hydrology of the region. Disturbed area drainage from the East Mine benches, pazking azea, west portal fill, and loadout site is collected and treated on the site. Four sediment ponds collect disturbed-area drainage from the mine benches. Another pond controls sediment generated by the underground development waste pile. One pond controls drainage from the run-of--mine stockpile area, and two ponds collect drainage from the disturbed azeas of the loadout, truck scales, and highway coal stockpile area. The West Mine portal bench azea drained to one sedimentation pond except for exempted portions of the fill face which had a small area exemption waiver. With the reclamation work at the West Mine portal bench azea, the backfilled and graded area now drains to two sedimentation ponds. A system of lined and unlined ditches convey waters from the disturbed areas to the ponds. The mine operator has applied for and/or obtained the appropriate NPDES permits. Effluent quality from the sedimentation ponds will be monitored to determine permit compliance. Subsidence effects have the potential to impact any or all springs, seeps, and ponds within the affected permit area. In order to protect water resources but still allow mining, the operator has developed a subsidence damage preventative mine plan, subsidence repair procedures, a water replacement plan, and an intensive monitoring system. The mine plan has been designed to preclude mining in certain critical azeas where water rights exist. For example, the north extreme of East Roatcap Creek will not be undermined to prevent impacts to certain water rights. In azeas where the overburden depth is less than 800 feet, BRL will conduct limited coal extraction under streams to minimize the potential for any subsidence. Should damage to any pipeline, spring, pond, etc., be identified as the result of mining, BRL will repair the damage in accordance with their "Subsidence Repair Handbook." This handbook, incorporated into Volume 3 of the application, contains detailed procedures that will be implemented to repair water resources and structures should they be impacted. A general water replacement plan has been prepazed by the operator to augment water to water users while any mine related damage is being repaired. The applicant has demonstrated water is available and can be transported to affected water users if damage occurs. Their water rights consist of both sprittgs and ditch water that could supply a vaziety of users. Impacts on water users will not be all at 33