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vary from a low of about 13 ft2/day to a high of about 58 ft2/day at GW -N9 T values for the coal <br />zone vary from 2.4 to 6.0 ft2/day and the T values for underburden vary from about 3 to 88 <br />ft2/day. A short term specific capacity and transmissivity test was conducted at the time of water <br />quality sampling at Well GW -N27. A K -value (hydraulic conductivity) of 40 ft/day and a <br />transmissivity value of 261 ft2/day was determined (see Table 7-5 in Appendix 2.04.7-1) <br />indicating that the transmissivity in the back fill at this location is 4 to 5 times higher than that of <br />the overburden. The saturated thickness of backfill at this location is about 6.5 feet (see <br />hydrograph for well GW -N27 in Appendix 2.04.7-1). The aquifer characteristics (production <br />potential) of the three stratigraphic zones indicate that they are marginal at best for domestic use <br />and totally inadequate as a source for irrigation water. <br />Baseline Groundwater Ouality <br />Prior to drilling the groundwater monitoring wells (see Map 2.04.7-1 for locations of monitoring <br />wells) the planned well locations, completion techniques, water quality sampling schedules and <br />the water quality sample parameters were discussed with DRMS for their input and guidance. <br />Samples for groundwater quality analysis were collected on a quarterly basis from eight of the <br />nine wells; however, monitoring well GW -N55 has been nearly dry to the point that collecting <br />samples from that well is not possible. Water quality sample collections began on October 10, <br />2008 and will continue for the foreseeable future. The results of the groundwater quality data are <br />reported in Appendix 2.04.7-1 of this application along with the hydrographs from the nine <br />monitoring wells. The water quality data from the 9 new monitoring wells supplements the water <br />quality data reported in the New Horizon 1 permit documents. Groundwater monitoring wells <br />GW -N8 and GW -N9, installed by Peabody for the old Nucla Mine, are within the NHN permit <br />area. Several other monitoring wells, GW -N3, GW -N4 and GW-N4R are in close proximity to <br />the NHN permit area and provide additional water quality information. NHN permit area is <br />isolated from any potential impacts from the adjacent New Horizon Mine as a result of stream <br />incision of the three stratigraphic zones (OB, Coal and UB) by Tuttle Draw. Additionally, the old <br />Peabody Nucla Mine is down dip and down drainage from NHN which essentially eliminates <br />impacts to the NHN permit area from the old mine. From the work that has been done, it appears <br />that another nest of 3 monitoring wells is warranted. The monitoring site would be located in the <br />southwestern portion of the permit area and would be located immediately down gradient from <br />the limit of mining disturbance. Therefore, after permit approval and prior to new disturbance, <br />three (3) new groundwater monitoring wells were installed in the southwestern portion of the NHN <br />permit area. The locations of these 3 new wells are shown on Map 2.04.7-1. New groundwater <br />monitor well GW -N56 will monitor the underburden (UB), well GW -N57 will monitor the coal <br />zone (Coal) and well GW -N58 will monitor the overburden. GW -N56 was completed on August <br />8, 2012 while GW's N57 and N58 were completed on August 9, 2012. The completion diagrams <br />for the three new monitor wells are shown on Figure 3 of Appendix 2.04.7-1. These wells will be <br />monitored and reported on the same cycle as the other groundwater monitoring wells. After <br />Section 2.04.7 Page 8 March 2018 (TR -16) <br />