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I <br /> _ 02cause the m-- r.e is not dewatering the downdip area outside <br /> \• the immediate rai ne area , nor is the aquifer system being <br /> permanent) dewatered or impacted . The impacts are short <br /> lived because upon inine abandonment the working areas w11! <br /> be allowed to flood and -the recharge area to function in a <br /> more efficient manner than that which existed prior to <br /> mining . In other words , during the working of the nine, the <br /> pumping activities temporarily di-rerts hater from the recharge <br /> area , but upon mine abandonment- the recharge area will be <br /> natural); restored to a condition equal to or better than <br /> pre-uinin if the :nine . shafts sloped towards the aauif er <br /> discharge zone , a concern regarding the potential for dewater_ <br /> in_ a regional area could be raised . However , the water <br /> being pumped fron the underground workings is from the top <br /> of the aquifer , rather than from the bottom . The mining <br /> operation is t! erefcre having little or no short tern <br /> impacts on water quantity and no long term impacts on a <br /> future ground water source . See discussion of impacts on <br /> ground water quality on the following- page (12 . 1) . <br /> Another concern, though unfounded , is the <br /> possibility of adversely disturbing the flow system due to <br /> future mine subsidence . The B and Hiddie coal beds are <br /> tight , low permeable and non water bearing formations . The <br /> roofs of he 71-lnes , if subsidence occurs , will collapse into <br /> the mine -?oils . The closest aquifer to the collapse zone is <br /> the un3er' ;>iT?_ Ro ins Sandstone . The closest overlying <br /> sandstone acu'__`er unit, is separa ,-_=d fror, the B bed .bv a 32; <br />