Laserfiche WebLink
there is separation of the three zones (underburden, coal, and overburden). Groundwater flow <br />direction in each zone is generally to the southwest towards topographic lows. Discharge is <br />down dip to the outcrops and old Peabody high-wall (see Map 2.04.5-1 of the permit document). <br />Previous aquifer testing of the Dakota Formation coal strata in the NHN area indicates that the <br />overburden, coal, and under-burden zone transmissivity and hydraulic conductivity values in the <br />NHN area are low to very low; see Tables 7-5 and 7-6 in Appendix 2.04.7-1 of the permit <br />document. The aquifer characteristics (production potential) of the three stratigraphic zones <br />indicate that they are marginal at best for domestic use and totally inadequate as a source for <br />irrigation water. <br /> <br />Water level monitoring and the piezometric maps show that each monitoring zone is directly <br />affected by surface irrigation. The water levels decline in the fall and winter, after the irrigation <br />nd <br />water is shut off in the “2 Park Lateral,” and rapidly recover in the spring when the irrigation <br />flow resumes. WFC concludes that the predominant source of recharge to the shallow saturated <br />nd <br />zones at the NHN permit area is direct leakage from the 2 Park Lateral irrigation ditch where it <br />crosses the outcrop of each of the respective zones, over-burden; coal; and under-burden (OB, <br />Coal, UB), and infiltration of excess flood irrigation waters into the weathered overburden. <br />Minor recharge also results from infiltration of precipitation. Groundwater migrates through the <br />OB, coal and UB zones downdip to the southwest toward the bedrock outcrop. Given the <br />calculated hydraulic conductivity values, gradients, and cross-sectional areas, WFC estimates <br />that the total migration of groundwater from NHN through these shallow bedrock zones at the <br />rate of only 3.3 gpm would account for the entire amount of water available for infiltration. <br /> <br />Groundwater data collected from the nine monitoring wells constructed in the three isolated <br />saturated zones of the Dakota Formation were compared to WQCC Regulation No. 41 Drinking <br />Water and Agricultural Standards. This comparison shows that the OB, Coal, and UB zones in <br />the NHN permit area are unsuitable for domestic drinking water and crop irrigation. The <br />overburden and under-burden zones in most cases, however, would be marginal for livestock; the <br />coal zone would not. Low permeability, cyclic water levels, and resulting low well yields greatly <br />reduce any potential use of water from the three strata OB, Coal, and UB. <br /> <br />The water quality data from the 9 new monitoring holes supplements the water quality data <br />reported in the New Horizon 1 permit documents. Ground water monitoring holes GW-N8 and <br />GW-N9, installed by Peabody for the old Nucla Mine, are within the NHN permit area. Several <br />other monitoring holes, GW-N3, GW-N4 and GW-N4R, are in close proximity to the NHN <br />permit area and provide additional water quality information. NHN permit area is isolated from <br />any potential impacts from the nearby New Horizon (NH2) Mine as a result of stream incision of <br />the three stratigraphic zones (OB, Coal, and UB) by Tuttle Draw. Additionally, the old Peabody <br />Nucla Mine is down dip and down drainage from NHN which essentially eliminates impacts to <br />the NHN permit area from the old mine. <br /> <br />During the review process for the NHN new permit application and given the information we <br />now have as provided on geologic cross-sections, piezometric level maps, and the proposed <br />disturbance boundary the Division believes that one additional group of nested wells is <br />warranted. The reason for this is that the full extent of the disturbed area is not being monitored <br />in the downgradient direction (i.e., the southwest end of the southernmost mineable block). This <br /> <br /> <br /> <br />9 <br /> <br />