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3-12 <br />~o-.y <br />shown on Figures 3.1.2 and 3.1-3. figure 3.1.2 is a smaller scale map of the mine site than <br />Fgure 3.1.1 and shows detailed reclamation contours of the reclaimed mine site. <br />In general, all coal outcrops will be backfilled with incombustible material, but the naturally <br />occurring outcrops at the head of the two major canyons at the mine site will be exposed. Any <br />attempt to backfill these drainages would encounter problems with erosion. <br />MINE SUPPORT FACILITIES <br />All facilities within the office complex will be removed except for the trees planted for <br />screening which will be saved if possible. The area will then be regraded to the approximate <br />original contour and the topsoil will be replaced. (See Section 3.3 for topsoil replacement). As <br />the office area is regraded to AOC and topsoiled, the landform will assume to predisturbance <br />slopes allowing any runoff to be directed to the natural sediment trap which forms part of SAE-1. <br />• The McClave to Munger road will be regraded and topsoil will be replaced. The bulk of this <br />process will involve ripping the compacted roadbase and using the ripped material to reshape <br />the land for topsoil replacement. As the topsoil is replaced, to a depth of 18 inches, the <br />approximate original contours will be reestablished. The area will be nearly level'so that the <br />minor amounts of runoff that will occur can be controlled with silt fence and straw bales. <br />The access road will also be ripped to break up the compacted road base. After ripping, a <br />portion of the material may be used for any further reshaping of adjacent areas to achieve <br />approximate original contours. Excess material will be spread along the alignment to <br />approximate the original contours and break up the "straight lines" of the alignment. The area <br />will then be topsoiled and reseeded. Sift fence or straw bales in conjunction with the mulch <br />used in the seeding process will effectively control runoff and sedimentation. <br /> <br />A~ Volume 1 6-29.96 <br />