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does not forth an aquifer in the Twen[ymile Park Basin. The relative position of these units within the stratigraphic <br />• sequence is shown in Figure 2, General stratigraphic Column. <br />Twentvmile Sandstone <br />The Twentymile Sandstone aquifer is laterally continuous over most of the area and is effectively confined above and <br />below by low permeability shale and interbedded siltstone/shale units. The unit is a massive, white, well-cemented, <br />cross-bedded sandstone varying in thickness from 100 to 200 feet. It is isolated hydrologically from the underlying <br />Wadge Overburden sequence in the mine permit area by a very low permeability marine shale, which has a thickness <br />of up to 700 feet. Water levels of the Twentymile Sandstone have been monitored in the mine plan and are exhibited <br />on Figure 3-a, Well Hydrograph, for well 82-84A. Period of record water levels for the Twentymile Sandstone <br />monitoring wells are shown on Figures 3i, 3j, 3k, and 31. <br />Water quality from the 81-30 and 82-48A wells completed in the Twentymile Sandstone aquifer indicate a <br />characteristic sodium bicarbonate type water with a total dissolved solids concentration of about 300 mg/1, and this <br />is depicted graphically in Figure 4-a, Ground water quality. Period of record water quality data for wells FBRI 1 B <br />and FBR2, completed in this unit, show that TDS varies from 470 mg/I to 540 mg/I for well FBR 11-B and 940 <br />mg/I to 1040 mg/I for well FBR-2. <br />Trout Creek Sandstone <br />The Trout Creek sandstone is the second major regional aquifer, which exists in the Twentymile Park Basin. The <br />unit is light brown to light gray, fine grained, massive sandstone, which varies in thickness from 50 to 400 feet. it <br />has good lateral continuity throughout the basin and moderate values of hydraulic conductivity. <br />• Water levels in the 006-83-84C well completed in the Trout Creek Sandstone approximately 2000 feet north of the <br />underground operations have been measured on approximately a quarterly basis since early 1984 and area plotted <br />on Figure 3-h. Water levels in this well tend to rise during the period following spring snowmelt, which indicates <br />that recharge to the aquifer occurs at this time. The water levels in the well are several hundred feet above the top <br />of the Trout Creek showing that the aquifer is confined and under significant artesian pressure. Period of record <br />water levels for the Trout Creek Sandstone monitoring wells are shown in Figures 3m, 3n, 30, 3p, and 3q. <br />A sequence of -ow permeability siltstones, shales and coals, approximately 250 feet thick, separates the Trout Creek <br />Sandstone from the overlying Wadge Overburden sequence, which includes the Wadge coal seam. Recharge to the <br />Trout Creek sandstone occurs along its outcrop, approximately 1.5 miles south of the southern permit boundary, as <br />shown on the Trout Creek Sandstone Potentiometric Surface Map (Map 33). This is very little hydrologic <br />connection between the Trout Creek sandstone and the Wadge coal seam in the mining area. TCC has mined in <br />the West, Southwestern and Eastern mining districts and this activity has not caused significant inflows from the <br />Trout Creek sandstone into the mine workings. <br />Water quality data from the 001-83-106 well indicates that the Trout Creek sandstone baseline water quality is a <br />sodium bicarbonate type with moderate sulfate concentrations and very low concentrations of calcium and <br />magnesium as depicted graphically in Figure 4-a, Ground Water Quality Data. Total dissolved solids <br />concentrations are in the order of 900 mg/I. Period of record date for well 001-83-106 shows a total dissolved <br />solids concentration of 330 mg/I to 960 mg/, well 95M001 shows a range of 450 mg/1 to 1010 mg/l, and well FBR <br />2-E shows a range of 820 mg/I to 1010 mg/I. <br />Wadge Overburden <br />. The Wadge Overburden consists of a sequence of siltstones, shales, coal and fine-grained sandstones. The sequence <br />varies in thickness from 50 to 100 feet, averaging approximately 75 feet. The Wadge Overburden is characterized by <br />Permit Renewal No. 3 "'.04-20 12/10/98 <br />