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No significant dewatering of the Twentymile Sandstone is expected. The Twentymile Sandstone is approximately <br />500 feet above the "F" coal seam. In addition, the Middle Sandstone lies between the "F" coal and the Twentymile <br />Sandstone. It is unlikely that any open fractures will extend from the longwalled areas up to the Twentymile <br />Sandstone, even in the approximately one-half squaze mile area that will be longwalled in both the "E" and "F" coal <br />seams. The physical effects of the longwall mining are addressed later in this section under Subsidence. <br />The division has expressed concern about the consequences of coincident longwall mining the "E" and "F" coal <br />seams on the overlying Twentymile Sandstone. About one-half square mile of the Twentymile Sandstone will be <br />undermined by longwalling in both coal seams. (Refer [o the No. 5 Mine Plan Map (Map 23). In this area, the <br />Twentymile Sandstone lies at its highest elevation and is near the coal outcrop. Therefore, portions of the <br />Twentymile Sandstone are not saturated and the remainder has very little head. <br />While it is considered very unlikely that the Twentymile Sandstone will be significantly affected, an estimate of worst <br />case effects has been made. The sandstone is approximately 120 feet thick and is estimated to have a permeability <br />similaz to the Middle and White Sandstones (1 ft/day). (Refer to Table 11, Aquifer Characteristics in the Region, in <br />Section 2.04.7, Hydrology Information.) Therefore, [he estimated transmissivity is 900 gpd/ft (120 ft2/day). The <br />storativity is estimated to be 0.0005. The Theis equation for unsteady radial flow to a well was used to estimate the <br />effect. <br />• S = (114.6 Q/T W(u) <br />• u = 2693 r2s/Tt <br />• s = drawdown, ft. <br />• Q = flow rate, gpm <br />• T = transmissivity, gpd/ft. <br />• W(u) = well function <br />• r = distance from pumping point to observation point, ft. <br />• s = storativity, fraction <br />• t = time (minutes) <br />After 15 years of discharge at 100 gpm, the drawdown in the Twentymile Sandstone at a one (1), two (2) and five (5), <br />and ten (10) mile radius from the longwalled area is estimated to be 60, 40, 20, and 7 feet respectively. The neazest <br />domestic well to this area that may be completed in the Twentymile Sandstone is approximately one (1) mile distant, <br />It is the Lux well (refer to Table 12, Wells Registered with the State Engineer (Colorado) Near the Mine Site, Section <br />2.04.7, Hydrology Information). Sixty feet of additional drawdown should not significantly impair the usefulness of <br />the well, but it may require that the pump be lowered. <br />The continued drawdown in the Middle Sandstone unit is determined to be the most significant impact related to <br />mining operations associated with Mines 5 and 6. The previous Probable Hydrologic Consequences analysis for the <br />previous Permit term predicted drawdown in the Middle Sandstone unit associated with mining the """"and """"coal <br />seams at Mines 5 and 6. Since the extent and magnitude of drawdown were not quantified, a comparison between <br />predicted and actual impacts cannot be performed. However, a comparison of actual drawdown impacts in the Middle <br />Sandstone aquifer with the worst case drawdown projections for the overlying Twentymile Sandstone, presented <br />above, has been performed. <br />The drawdown in Middle Sandstone Well TRH attributable to the longwall mining in the "E" and "F" seams at a <br />distance of approximately one (1) mile is determined to between 50 and 60 fee[. This is comparable to the 60-foot <br />draw downs projected in the PHC for the overlying Twentymile Sandstone at a distance of one mile from the location <br />Permi[ Renewal No. 4 2.05-43 Revised 3/5/03 <br />