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Section 780.21 (b) Continued. <br />n <br />L~ <br />Ground Water Quantity Protection <br />Potential Impacts on Ground Water Quantity. <br />Mining activites have the potential of creating changes in the <br />quantity of ground water in terms of depths of piezometric water <br />levels, recharge capacity, specific yield, storage capaclty and <br />geographical location. The potential mechanisms of impact are: 1) <br />moving and replacing overburden so as to cause physical modifica- <br />tion and relocation of recharge areas; and 2) dewatering caused by <br />pumping ground water from pits or from supply wells for operational <br />requirements. A detailed discussion of potential impacts is pre- <br />sented under Section 780.21 (c). The only saturated stratum to be <br />affected by mining will be the Sudduth coal seam. The overburden <br />is not saturated, and the overlying and underlying strata are <br />occluded from the coal aquifer by confining layers. A more de- <br />tailed discussion of the ground water hydrology in the mine plan <br />• area is presented under Section 779.15. <br />Protection and Mitigation. <br />Changes in ground water quantity will occur as a result of mining <br />with respect to recharge capability, specific yield and storage <br />capacity. These changes result from the fact that broken over- <br />burden increases all of the above factors as discussed in detail <br />under paragraph (c) of this Section. Because mining will remove <br />the shale above the coal aquifer, the horizontal extent of the <br />recharge area will increase significantly. Thus, mining operations <br />will not only restore, but will actually increase premining re- <br />charge capacity, specific yield and storage capacity within the <br />mine plan area. <br />Dewatering of the pits will cause temporary drawdown of the adja- <br />cent undisturbed portion of the coal aquifer, as discussed in <br />Section 780.21 (c). This water will be pumped into adjacent sedi- <br />mentation ponds. No meaeureable drawdowns are expected outside the <br />adjacent area. Because any drawdown will be temporary and because <br />780-106 <br />