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Water <br />'~ drainage bottoms. Temporary direct effects <br />from drilling could include: <br />Modification of the water table surface <br />until equilibrium conditions are <br />--. reestablished, and <br />• <br />• Degradation of groundwater quality due <br />interaction with drilling fluids. <br />These direct effects are not expected and would <br />be substantially mitigated by design criteria. <br />Furthermore the duration of these temporal <br />affects is expected to be on the order of days or <br />months, with no foreseeable long-tern <br />degradation. If substantial quantities of ground <br />water were encountered in any borehole, high- <br />density additives would be introduced with the <br />circulation media to contain the water flows, <br />and casing would be extended and cemented in <br />place to case off the flow source. Based on <br />MCC coal methane drainage experience on <br />panels 16-24, drilling circulation media could <br />include air, water, and biodegradable polymer <br />foam. Gels, surfactants, and other bentonite- <br />based drilling muds could also be used to <br />stabilize the drillhole, if necessary. Other <br />materials, including crushed peanut shells, <br />cottonseed hulls and cedar fiber could also be <br />added to the circulation medium to help <br />stabilization. All drilling fluids and additive <br />that could be used are either naturally occurring <br />inorganic or organic materials or biodegradable <br />compounds (USDA FS 2002a). <br />Water quality in the shallow perched <br />groundwater systems has been characterized as <br />similar to surface water quality, such that <br />substantial changes in geochemistry due to <br />mixing from two distinct shallow perched <br />zones or from ground water/surface water <br />mixing would not be expected. Boreholes <br />would be stabilized using the same methods as <br />drill holes during drilling, where necessary. <br />These materials and other borehole stabilizing <br />additives would maintain pressure in the <br />borehole adequate to prevent substantial ground <br />water inflow (and mixing) in borehole where <br />ground water is encountered. Because all. <br />drilling fluids and stabilization additives would <br />be biodegradable materials, any changes in <br />ground water quality from drilling operations <br />would be temporary. <br />Based on spring and seep survey locations, <br />several intermittent springs could be affected <br />by drilling activities. Approximately 5 <br />intermittent springs lie within or immediately <br />adjacent to the proposed drill pad radii and are <br />the most likely candidates for experiencing <br />temporary effects. Possible indirect effects <br />include temporarily modification of the shallow <br />water table resulting in a decreased discharge to <br />area springs and seeps and/or modification to <br />shallow ground water quality due to mixing of <br />drilling fluids or distinctly separate water <br />bearing zones. Once static equilibrium is re- <br />established, any temporal indirect effects from <br />ground water interception or mixing would <br />cease. <br />Drilling related activities could affect near- <br />surface ground water quality, however design <br />criteria, including the use of biodegradable <br />compounds or 100 percent natural drill <br />additives along with casing-off water bearing <br />zones during construction would minimize this <br />occurrence (Table 2-1). <br />Alternative 3 <br />Surface Water <br />The effects of Alterlative 3 would be the same <br />as Alternative 2, except a total of 27 drill pads <br />will be located in or adjacent to WIZ buffer <br />zones. To access these drill pads, <br />approximately 5.8 acres of new or upgraded <br />road would occur within these buffer zones <br />including 6 intermittent creek crossings and <br />one perennial stream crossing. These locations <br />are displayed on Figure 5. <br />Indirect effects on surface water identified in <br />Alternative 2 would occur under Alternative 3. <br />Deer Creek Ventilation Shaft and E Seam Methane Drainage Wells FEIS <br />67 <br />