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EXHIBIT "E" -RECLAMATION PLAN (Technical Revision 6-20-85, Page 8) <br />Disposal of the waste asphalt and concrete shall be started along the highwall <br />between Area "A", phase one and the topsoil storage area in the southwest corner <br />of Area "A", phase one and shall proceed north along the highwall as the need arises, <br />and as outlined in the map in Exhibit "C", in blue. The waste material shall be <br />burried under the backfill material, compacted, and then sloped to a Z 1/2:1 slope, with <br />topsoil spread over the top at 6 inches and re vegetated per the Reclamation Plan Seed <br />Mixture specifications, <br />As already stated, the 30 automotive batteries have been removed from the site <br />and disposed off off-site at the County Dump. The salvage area (which covers <br />less than 1/4 acre) will be cleaned up within that area and left in a neat and workable <br />condition and all materials will be used as replacement parts for the mining <br />machinery. <br />URFACE DRAINAGE PLAN -The following is a functional drainage system for <br /> <br />the Mcken-ie Pit: Runoff from the Brookside Corporate boundary area upslope from <br />the sand and gravel pit is approximately 6 acres and will be diverted around the <br />surface mine by a diversion constructed upslope (to the south)from the operations. <br />This ditch will catch and direct runoff to the natural drainage west of the operation. <br />(See the enclosed map, Exhibit "C". <br />c~ ~ <br />For a small basin, the diversion should be appropriately sized for the short term, <br />high-intensity precipitation event. From the National Ckeanic andAtmospheric <br />Administration, in 29 years for Canon City, the heaviest one day rainfall during the <br />period of record was 2.74 inches. A 3 ft. deep channel sloping at approximately <br />1. 5% will be constructed to the west with rock placed at the bottom of the channel to <br />prevent erosion and sedimentation. See Drawing "A". <br />All slopes in the mined area will be sloped to a 2 1/2:1 slope, compacted and <br />seeded with the seed mixture in the Reclamation plan to prevent erosion and <br />