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Substituting the assumed values in this equation yields a value for V of 186,000 acre ft (see following calculation). <br />Using a recharge rate of about 510 acre-ft per year it can be seen that it would take about 360 years (186,000 acre- <br />•ft/5IOacre-ft/yr) for the overburden unit to recover to pre-mining levels. <br />V=(15360 acre'((IOOft'0.1)+(200ft'0.01)+(0.0001 •(1000ft- <br />(! 00 ft + 200 ft))))) + 3840 acre " 0.0001 •500 ft) <br />V = 186,000 acre-ft <br />Discharge from the unit will start to occur once gradients toward discharge areas are reestablished. This may occur <br />before pre-mining potentiometric levels are achieved. Discharge from the unit will lengthen the time required to <br />restore pre-mining potentiometric levels. <br />Drawdown in the Trout Creek Sandstone will occur if communication is established with mine workings through <br />fault zones. As discussed above this is not expected to occur. In fourteen years of mining, no impact to the Trout <br />Creek Sandstone has been observed. Impacts to existing wells in the Trout Creek Sandstone should be minimal since <br />these wells are all located at the margins of the Twentymile Park Basin as shown on Map I5, Alluvial Valley Floors <br />and Water Rights. Tn the unlikely event that drawdown effects do occur they are not likely to extend to these areas <br />given the average recharge rate to the unit calculated at approximately 70 gpm and the storage within the unit <br />calculated at about 360,000 acre-ft (page 2.04-28). TCC has located all active adjudicated Trout Creek Sandstone <br />wells within the affected area. TCC will detennine if monitoring water levels in these wells is necessary, as TCC is <br />the owner of the TCSs wells shown on Map l5. <br />Diminution of Bedrock Discharee to Alluvium and Surface Streams <br />.Ground water inflotivs from bedrock units to the underground mine all cause drawdorr~n of potentiometric levels in <br />these units and changes in the direction of ground water flow. This may result in a decrease of natural ground water <br />discharge to alluvium and surface streams. This effect may persist long after mining ceases since it may take an <br />appreciable amount of time for potentiometric levels to recover to pre-mining conditions. <br />The Wadge overburden unit is the most likely to be affected by the proposed mining operation. The Twentymile <br />Sandstone is not expected to yield significant inflows to the mine and therefore, no diminution of natural discharge is <br />anticipated. The Trout Creek Sandstone is not expected to be substantially affected by the mining. <br />The Wadge overburden unit has been calculated to discharge approximately 11,000 gpd (12.3 acre-ft/yr.) under pre- <br />mising conditions. The dewatering and potentiometric lowering that will occur in this unit during mining will <br />probably result in most of this discharge being eliminated. <br />During mining, this will be more than offset by direct discharge of mine inflow water to Fish and Foidel Creeks. <br />Much of this water is derived from storage in the unit and considerable extra storage will be created by the mining <br />operation. Consequently, once mining ceases it will take many years for potentiometric levels to recover. It has been <br />calculated in the previous section that it may take about 360 years before potentiometric levels are re-established to <br />pre-mining conditions. <br />Discharge from the unit may start to occur prior to total reestablishment of potentiometric levels but this will be <br />minimal until the old mine workings are flooded to at least the elevation of discharge area at around 6600 feet. At <br />least 90 percent of the mine workings are below this elevation. Consequently, it is assumed for "worst case" <br />predictions that the mining operation will cause a diminution of bedrock discharge front the Wadge overburden unit <br />of about 11,000 gpd, equivalent to 0.02 cfs, for at least 360 years. This is equivalent to about 0.5 percent of the <br />.average low flow in Fish Creek which is the major creek receiving bedrock discharge. A diminution of this <br />magnitude is not significant to flow conditions in Fish Creek. <br />TR99-32 2.05-141 '4~~~®v~~ FEB u d 2000 1/2800 <br />