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C -2010 -089 PARNos. 1- 1A -1B, 2- 2A -2B, 3 <br />New Horizon North Mine Page 15 of 60 <br />The statement on page 2 was not corrected as requested. Please correct the statement on <br />page 2 as follows: "Typical completion diagrams one each for the overburden, coal zone, <br />and underburden well completion monitoring, zones are provided in Figure 1 of Appendix <br />2.04.7 -1." Iteiit t'e,soh7c d itt Dt-, - i1 rc* l)ott ip <br />2. The application should contain the specific well completion information for each of the nine <br />new monitoring wells. Table 1 in Appendix 2.04.7 -1 is titled "Proposed Ground Water <br />Monitoring Hole Locations and Depths and contains "Estimated Monitoring Hole Depths <br />This table should be replaced since the wells have been drilled and constructed. Please add <br />a well completion information table to Appendix 2.04.7 -1 that at a minimum contains the <br />following information for each monitoring well: well identification/location, formation <br />monitored, total depth, well casing type and diameter, ground elevation, casing stickup or <br />measuring point elevation, and slotted interval. <br />The information was not incorporated as requested. Table I in Appendix 2.04.7 -1 has not <br />been changed. The application should contain the specific well completion information for <br />each of the nine new monitoring wells. Table 1 in Appendix 2.04.7 -1 is titled "Proposed <br />Ground Water Monitoring Hole Locations and Depths" and contains "Estimated Monitoring <br />Hole Depths ". This table should be replaced since the wells have been drilled and <br />constructed. Please add a well completion information table to Appendix 2.04.7 -1 that at a <br />minimum contains the following information for each monitoring well: well <br />identification/location, formation monitored, total depth, well casing type and diameter, <br />ground elevation, casing stickup or measuring point elevation, and slotted interval. Itent <br />rc soh,ed in Dee-2011 msj)onse <br />3. There is atypographical error on page 2. In the second paragraph, WFC states that "...water <br />quality monitoring began immediately upon completion of these 9 holes on October 10, <br />2010." This should read "October 10 2008 ". hertz resoh, d in tt1­20_11 response. <br />4. Groundwater recharge and discharge are described on page 4 and piezometric level maps are <br />provided for each zone (overburden, coal, and underburden) from which flow direction can <br />be ascertained, but there is no specific description of groundwater flow direction and <br />groundwater discharge is described only in general terms. The Division agrees with the <br />general description provided in that the overburden strata is the primary source of discharge <br />to the drainages of Tuttle Draw (to the south) and Coal Canyon (to the west) and that the <br />permeability and porosity will increase with spoil replacement. <br />WFC states that "discharge is down dip to the outcrops (and old Peabody high -wall) of the <br />stratigraphic zones ", but no specific information is given. Discharge rates and flow <br />direction are very important for determining probable hydrologic consequences and the <br />Division believes that these sections on page 4 should be further clarified and substantiated <br />as follows. Reference is made to the New Horizon 2 permit and calculations using Darcy's <br />law are quoted. This information provided is not very useful because the values given <br />require site - specific information including: hydraulic conductivity, gradient, and cross- <br />sectional area which may not be directly applicable to the New Horizon North Mine. Please <br />re- evaluate this information and provide a description of flow direction and gradient for each <br />monitoring zone. Please also describe how the data were obtained for calculating the <br />discharge rates provided (i.e., slug test, pump test etc.). If applicable these data may be <br />useful for predicting or estimating discharge rates for New Horizon North Mine with <br />