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Section 41.4(6)4 pertains to the "Potentially Usable Quality' classification. The bedrock groundwater within the Deserado Mine area does not qualify for this designation per Section 41.4(B)4.d since domestic or agricultural use of the ground water can not be reasonably expected in the future. Expressed limitations when considering this classification include the existing geologic and hydrologic conditions. Therefore, the bedrock groundwater within the Deserado Mine area should be classified as "Limited Use and Quality' per Section 41.4(B)5.c. Proposed Future Hydrologic Monitoring: Blue Mountain Energy, Inc. anticipates a major expansion of our permit area and mining leases in the next few years. As part of the permitting process additional baseline groundwater monitoring data will be required. Mining is anticipated beyond the current monitoring well grid necessitating the addition of down gradient well(s). BME proposes to install two additional monitoring wells, one within the siltstone- coal facies and one in the upper sandstone facies. The siltstone-coal facies well will be monitored for both qualitative and piezometric surface while the upper sandstone facies well will be monitored for piezometric surface only. Both wells are currently projected to be down gradient of future mining and along the syncline axis. The siltstone-coal facies well will tentatively be placed in hole "M" and the upper sandstone facies well in hole "V" or "X". In the past BME typically installed two pipes in the same hole to monitor two zones. Due to the depth of the new wells it is not seen as feasible to place two casings in the same hole due to clearance and associated complications with depth. The lower sandstone facies will not have a down gradient monitoring point installed since qualitative impacts are unlikely, the potential for future beneficial use is negligible, hydrologic impacts are best measured in the siltstone-coal facies, and the depth of this horizon down gradient of anticipated mining activity further diminishes any potential use of this aquitard. At point "M" the 'B' seam is at an estimated 1,123 feet with the lower sandstone facies approximately 50 feet below that. At holes "V" and "X" we anticipate encountering the 'B' seam at 1,413' and 1,570' respectively. Planned monitoring well construction will be with 2" PVC using 40' of slotted screen per well. Approximately 60' sand pack will be used per well. Bentonite pellets will be placed above the sand pack and the remainder of the hole sealed using bentonite with Portland type II at the surface. Any hole below the casing will be backfilled using bentonite and/or Portland type II cement. The siltstone- coal facies well will start at the bottom of the `B' seam. The monitored zone for