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<br />6) Topsoil in the area is very limited and no topsoil was <br />stockpiled except at drill hole pad locations. <br />7) Figure 4.1-4a also shows locations of culverts to <br />be installed during the next field season (Summer, 1985) and <br />Table 4.1-2a shows sizing for the culverts based upon the <br />projected 10 year, 24-hour storm for the area. <br />8) Light-use roads are maintained periodically as <br />conditions require, and will continue to be maintained on a <br />seasonal basis. <br />.oat Pro aa;ng and Non-Goat Processing Waste - Rute 2.05.318) <br />Storm King dines will develop a limited amount of coal processing <br />waste and non-coal processing waste as a part of its Phase "A" <br />(test mine) operatations. Storm King Mines anticipates a maximum <br />coal production of 600,000 tons of clean coal during Phase "A". <br />The coal to be mined lies in a thick seam. with no partings or <br />other contamination. Engineering calculations based upon drill <br />core logs 3H and 3.75 have determined a 28 dilution of the <br />produced coal with waste and partings. Based upon anticipated <br />production figures, approximately 12,000 tons of coal processing <br />waste can be projected to be generated during Phase "A". With an <br />allowance for possible overage, 15,000 tons of coal processing <br />waste must be temporarily stored on-site for eventual placement <br />in a permanent refuse embankment or, in the event of project <br />termination for, back-stowage into the voids created within the <br />mine. <br />The projected coal processing waste temporary holding pile will <br />be located in the center of the surface facilities area near the <br />