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5. ALTERNATIVES <br /> r <br /> Large mining operations that intersect or extend below groundwater levels cause groundwater to <br /> seep into the excavation and will rise to the approximate level of the surrounding groundwater. <br /> The influx of groundwater inundates the bottom of the mining excavation. Once the groundwater <br /> becomes surface water within the excavation,it is available for evaporation. Large surface areas <br /> and hot temperatures can accelerate evaporation rate and increase evaporation.losses. If <br /> groundwater seeps into an excavation and is then evaporated, it can constitute a loss to the <br /> groundwater supply. These rates are relatively small compared to groundwater pumping but,in <br /> some cases,can represent a measurable groundwater loss. Long term evaporative losses to a <br /> groundwater aquifer could contribute to long term,local groundwater level declines that can <br /> eventually impact local groundwater wells that extract from the same aquifer. Groundwater <br /> seepage into a large excavation can also alter groundwater flow direction and flow gradients <br /> within the aquifer which thereby alters natural groundwater flow. This effect may be difficult to <br /> detect or monitor over the short term but over the long term, alteration in groundwater flow <br /> direction and gradients adversely impact recharge and the natural radial flow to wells. <br /> Groundwater seepage and inundation within the active mining phase could cause a groundwater <br /> quality issue as surface water and pollutants from the surface commingle with the incoming <br /> groundwater. The degradation would be localized in areas where surface pollutants are present <br /> and are allowed to enter the water. The amount of unpolluted surface and groundwater would <br /> likely be sufficient to dilute pollutant loads to below regulatory action levels. However, if a large <br /> concentrated spill of a potential pollutant(i.e., chemicals related to mining operations including <br /> fuel, oil,grease, and sediment) occurs and is not contained,the resultant plume could migrate into <br /> the groundwater. Although possible under certain conditions,reintroduction of pollutants to the <br /> groundwater from the open excavation of a mine is less likely because the seepage pressures and <br /> flow gradient that cause groundwater to enter the mine excavation would prevent infiltration. <br /> However, if those seepage pressures were overcome and the flow gradient reversed by,for <br /> example,excessive groundwater pumping adjacent to the mine excavation, there is a potential <br /> that surface borne contaminants could enter the groundwater aquifer and adversely impact <br /> groundwater quality. <br /> With a deeper excavation below the groundwater level, the temporary and permanent slopes <br /> would be longer,thereby increasing the potential for slope instability. A portion of the slopes <br /> ~ would be saturated,potentially increasing safety issues. The geologic material,its structure and <br /> attitude,and amount of groundwater can affect the potential for slope failure. Slope stability and <br /> ro the potential for slope failure would be increased with this alternative. <br /> With a deeper excavation below the groundwater level,the mining pits would he filled with water <br /> and the ability to reclaim the mined areas as agricultural land would be eliminated. This would <br /> result in a greater loss of productive agricultural land than the Proposed Project. <br /> Due to the potentially significant environmental impacts to groundwater hydrology that exceed <br /> those associated with the proposed project, as well as the inability to reclaim the mined areas as <br /> agricultural land,this alternative was not evaluated as a viable alternative. <br /> RMC Pacific Vernalis Quarry Mining and Reclamation Project 5-5 FSA/ZD3015 <br /> AdmiNslradve Draft QR Mamh 2004 <br />