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<br />Table D <br />Table G-26 Modified in Response to 784.14(b)(1) <br /> <br />;, <br /> <br /> <br />d <br />f e <br /> <br /> <br />1 ~ <br />GROUND WATER INFLOWS <br /> (a) (b) (c) <br /> Unit Flow in Distance to Diameter of <br />Coal Combined Coal Hydrologic Zone of <br />Seam and Sandstone Divide Influence <br />G 7 gpd/ft 4500 ft. 22,250 ft. <br />P 28 4500 15,500 <br />J 2 4500 21,000 <br />FF 22 4500 15,500 <br />(d) <br />Calculated <br />Inflows <br />155,750 gpd <br />434,000 <br />42,000 <br />341,000 <br />972,750 gpd <br />675 gal/min <br />1.5 cfs <br />(a) Derived from the combined coal and fractured sandstone trans- <br />missivity and the measured water level gradient of each coal as <br />shown in Tables A and B. <br />(b) Measured from Exhibits C-1, C-2, C-3 and C-4 in Volume 2, and local <br />7~ minute USGS topographic maps. <br />(c) Two times the distance to the hydrologic divide (b) plus the length <br />of the mine face at the greatest depth of penetration (Table E), <br />see page C-81. <br />(d) The unit flow in the combined coal and sandstone (a) times the <br />diameter of the zone of influence (c), see page G-81. <br /> <br />472N0002 <br />