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2013-10-17_PERMIT FILE - C1982056A (4)
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2013-10-17_PERMIT FILE - C1982056A (4)
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Last modified
8/24/2016 5:33:34 PM
Creation date
10/30/2013 9:28:29 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982056A
IBM Index Class Name
Permit File
Doc Date
10/17/2013
Doc Name
Pages 2.05-65 to 2.05-197.3 part 2
Section_Exhibit Name
2.05 Operation and Reclamation Plans Part 2
Media Type
D
Archive
Yes
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Substituting the assumed values in this equation yields a value for V of 158,100 acre -ft (see following <br />calculation). Using a recharge rate of about 510 acre -ft per year, it can be seen that it would take about 310 <br />years (158,100 acre -ft/510 acre -ft/yr) for the overburden unit to recover to premining levels. <br />V = (13,100 acre * ((100 ft * 0.1) + (200 ft * 0.01) + (0.0001 * (1000 ft - (100 ft + 200 ft)))) + 3,840 <br />acre * 0.0001 * 500 ft) <br />V = 158,100 acre -ft <br />Discharge from the unit will start to occur once gradients toward discharge areas are re- established. This may <br />occur before premining potentiometric levels are achieved. Discharge from the unit will lengthen the time <br />required to restore premining potentiometric levels. <br />Drawdown in the Trout Creek Sandstone will occur if communication <br />. commun ic ation i. s established with mine workings <br />tliro4 auf oznes-� previously d scuss- e &, tfiis is not ei- ected _ to occurTo date, no medsura5 a <br />impact to <br />the Trout Creek Sandstone has been observed. Impacts to existing wells in the Trout Creek Sandstone should be <br />minimal since these wells are all located at the margins of the_Twentymile Park Basin, as shown on Map , <br />Alruvial_Valley Floors and Water Rights. In the unlikely event that -drawdown - effects -do occur, they are not <br />likely to extend to these areas, given the average recharge rate to the unit calculated at approximately 70 gpm <br />and the storage within the unit calculated at about 360,000 acre -ft (refer to Section 2.04.7). TCC has located all <br />active adjudicated Trout Creek Sandstone wells within the affected area. TCC will determine if monitoring <br />water levels in these wells is necessary, as TCC is the owner of the TCSs wells shown on Map 15. <br />Diminution of Bedrock Discharge to Alluvium and Surface Streams <br />Ground water inflows from bedrock units to the underground mine will cause drawdown of potentiometric <br />levels in these units and changes in the direction of ground water flow. This may result in a decrease of natural <br />ground water discharge to alluvium and surface streams. This effect may persist long after mining ceases since <br />it may take an appreciable amount of time for potentiometric levels to recover to premining conditions. <br />The Wadge overburden unit is the most likely to be affected by the proposed mining operation. The <br />_ �r� s n _not expected The Trout eek ndstone s not expected ect d to be substantially antia no diminution of <br />Twen mile Sandstone is <br />natural ischa a is antici p tantially affected by the <br />mining. <br />The Wadge overburden unit has been calculated to discharge approximately 11,000 gpd (12.3 acre - ft/yr.) under <br />premining conditions. The dewatering and potentiometric lowering that will occur in this unit during mining <br />will 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 <br />mining operation. Consequently, once mining ceases, it will take many years for potentiometric levels to <br />recover. It has been calculated in the previous section that it may take about 360 years before potentiometric <br />levels are re- established to premining conditions. <br />Discharge from the unit may start to occur prior to total re- establishment of potentiometric levels, but this will <br />be minimal until the old mine workings are flooded to at least the elevation of discharge area at around 6,600 <br />feet. At least 90 percent of the mine workings are below this elevation. Consequently, it is assumed for "worst <br />case" predictions, that the minim operation will cause a diminution of bedrock discharge from the Wadge <br />overburden unit of about 11,OO.Q gpd, equivalent to 0.0 c s, or a east 3_60 years. This is equivalent to about <br />0.5 percent of the average low flow in Fish creek wTiich is the major creek receiving be roc isc ar <br />diminution of tTiisma�nitu a is not significant to flow conditions in FT—Cre- ek: - � <br />PR09 -08 2.05 -141 04/27/09 <br />
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