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-zB- applicant predicts a 0.14 cfs maximum decrease in ground water contribution to Fish Creek due to the loss of ground water currently discharging to the streams from the Wadge coal-overburden (p. 2.05-49). This number reflects a maximum loss of ground water tributary to fish Creek when the hydrostatic surface of the overlying aquifers is above the level of Fish Creek and its alluvium. There also is the potential of depleting water from the Fish Creek stream-alluvial system by recharging the underlying Wadge coal-overburden aquifer over four miles from the mine in Section 2, T6N, R86W. This depletion would occur only if the drawdown cone produced by the mine extends to the present discharge area. However, during the five-year permit period, the drawdown of this aquifer will not extend below the discharge area (see Figure 5). Therefore, during the 5-year permit period, the Foidel Creek Mine will not produce any direct withdrawal depletion of flows in the fish Creek stream-alluvial system. The applicant used a maximum design inflow rate of 65U gpm in their mine plan and in their assessments of hydrologic impacts. Most of the projected mine inflows will be discharged to sediment ponds and eventually to Foidel Creek. Any water required for operations within the mine will be supplied by outside fresh water sources. A minor amount of inflow water will be consumed as increased humidity in ventilation air (9 gpm) and increase moisture adsorbed on the coal leaving the mine (7 gpm). The applicant will monitor mine inflow rates, ground water level declines, discharge rates, and consumption of water within the mine (see Hydrologic fonitoring Plan, Exhibits 10, l0a and lOb•of the revision application). Results of the monitoring will be submitted quarterly to the Division to verify the applicant's predictions. One additional area should be monitored. This area is the Wadge coal-overburden discharge point on Fish Creek. Therefore, the Division proposes the following stipulation to the permit to ensure that the potential impacts of mining are adequately monitored as required under Rules 2.05.6(3)(b)(iii) and 4.05.13. Stipulation No. 1 TO VERIFY THE APPLICANT'S PREDICTIONS OF STREAM DEPLETIONS IN THE AREA OF THE WADGE COAL-OVERBURDEN AQUIFER DISCHARGE AREA ON FISH CREEK, THE APPLICANT SHALL INSTALL AND MONITOR A SET OF NESTED PIEZOMETERS COMPLETED IN THE ALLUVIUM OF FISH CREEK OVERLYING THE SUBCROP OF THE WADGE COAL-OVERBURDEN AQUIFER. A PLAN SHALL BE SUBMITTED WITHIN 30 DAYS AND THE WELLS SHALL BE INSTALLED WITHIN 120 DAYS OF ISSUANCE OF THIS PERMIT. THE WELLS SHALL BE MONITORED MONTHLY FOR WATER LEVELS AND THE RESULTS OF MONITORING SUBMITTED QUARTERLY TO THE DIVISION. Springs and seeps which discharge from the Wadge coal-overburden aquifer may experience diminished flows. However, the applicant has not located any springs or seeps issuing from this aquifer in the permit or adjacent