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the spoil will be exhausted, and the leachate quality will approach the pre-mining <br />ground water quality. The amount of time necessary for the mineral supply to <br />become exhausted is predicted to be on the order of a few hundred years. <br /> <br />Leachate formation from buried ash - <br /> The permit's restrictions on waste <br />placement were designed to limit the amount of subsurface water that comes into <br />contact with buried ash. The restrictions require ash to be buried above the <br />predicted subsurface saturation elevation (section 4.3.4.6 of permit application). <br />Almost all of the waste ash material will be coal combustion ash and sludge from <br />the Craig power plant. The main elemental components of the combustion wastes <br />are barium, calcium, iron, magnesium, potassium, silicon, and titanium. Adequate <br />ground water monitoring is in place to detect any ground water problems early-on <br />so mitigation measures can be implemented. <br /> <br />Drawdown of water levels in aquifers - <br /> The original permit application <br />predicted that the excavation of pits at the Trapper Mine could temporarily draw <br />down water levels in local aquifers by a few feet at a distance of one mile from <br />the permit boundary (page 4-226 of permit application). The predictions proved <br />inaccurate as no draw-downs were detected in wells at those distances. Observed <br />draw-downs have been temporary and are limited to the immediate vicinity of the <br />pits. The operator expects such limited draw-downs to continue with future <br />mining. Draw-downs may be so limited because the mine is on the up-dip edge <br />(near the drainage divide) of the local hydrologic basin. <br /> <br />Impact on aquifer recharge capacity - <br /> The proposed mining operation will have <br />little if any effects on the post-mining recharge capacity. The applicant's studies <br />concluded that the recharge capacity of the reclaimed spoils will actually be <br />slightly higher than the pre-mine condition. The applicant estimated the pre- <br />-5-6 <br />mining infiltration rate to be approximately 10 to 10 cm/sec (0.34 to 0.034 <br />-3 <br />inches per day). Reclaimed spoils are expected to have an infiltration rate of 10 <br />-4 <br />to 10 cm/sec (34 to 3.4 inches per day). The mine activities should not impact <br />any regional aquifers except the Third White Sandstone. Mined strata dip far <br />beneath the Yampa River alluvial aquifer and communication between these strata <br />and the alluvial aquifer is negligible. <br /> <br />Potential impact to domestic wells <br /> Section 4.8.2.2 of the permit discusses <br />potential drawdown impacts to adjacent wells. Based on Trappers analysis, <br />drawdown has the potential to impact two wells during the current permit term. A <br />mitigation plan is in place if drawdown affects the water users. A groundwater <br />monitoring program discussed in section 4.8.3.2 of the permit and point of <br />compliance wells are in place. <br /> <br /> Surface Water Impacts <br /> <br />During mining in a drainage, runoff may temporarily increase during the time <br />period the ground surface is denuded. Much of the increased runoff will be <br />contained by the pits and the required sediment control system of ditches and <br /> <br /> <br />32 <br /> <br />Trapper MineJuly 9, 2013 <br /> <br />