Laserfiche WebLink
.N r~ _>`~ <br />2 - 28 <br />2.2.1 Buildings and Other Facilities <br />• MINE SITE <br />One office trailer will be located on the mine b~ ch. The 3MV substation is supported <br />by six oncrete footers which are two feet wide. The 40' by 40' shop building has been <br />constructe with a concrete floor. Expansion o~he building to 40' b 100' is shown on <br />Figure 2.2-2 a reclamation costs are shown on Table 3.7-1 Pa a 29. The 2,000 gallon <br />fuel storage tank h been nested inside f a cathodically protected 4,000 gallon tank to <br />minimize the possibilit f leaks affecti groundwater. <br />The conveyor belt exit the mine n an elevated steel frame gantry approximately 135 <br />feet long which is supported b ste/e columns in concrete footers; total height of this gantry <br />above the bench is 35 feet. The (~rtable Crusher is a full self-contained unit used to size <br />• <br />• <br />run of mine coal. Its major compbne is are a roll crusher, screen, and conveyor belts. A <br />concrete pad with wing walls s ryes as a foundation for this unit. Figure 2.2-2 shows the <br />location of buildings and oth facilities wh are listed in Table 2.1-1. <br />During 1989, Grand Val ey installed a bul rockdust bin and a concrete foundation for <br />its support. <br />Grand Valley will b% replacing the existing meta ortal arches with concrete portals. <br />The concrete portals will be 30 feet long to allow backfi to be placed along the length of <br />I <br />the coal outcrop. The backfill will prevent further oxidation nd sloughage of the coal from <br />1 <br />the overlying sandstone and prevent further deterioration oft sandstone. The concrete <br />portals will also enhance protection for miners entering and exitin the mine. The <br />configuration of th~ portals is shown on Figure 2.2-2 . Reclamation o he concrete portals <br />will involve breaking up the concrete and placing it into the mine openings. Reclamation <br />costs calculatio! are detailed in Table 3.7-1 Pages 27 and 28. ---! <br />M° Volume 1 1-7.98 <br />