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EtiIiIBIT "D" ~'~~ <br />h[INIi7G PLAN <br />The 1•fining Plan and Timetable 1•fap (Exhibit "C") portrays the sequence <br />of excavation as projected based on estimated denand.The timeframes <br />could vary depending on the business climate, but the sequential <br />design appears to be the best method of extraction. <br />Excavation sill be ]candled by scrapers and front end loaders. The <br />material will transported for processing and stockpiling by either <br />scrapers or field conveyors to the 1980-81 segment north of the Ana <br />Branch. Topsoil will be stockpiled on various high points inside the <br />perimeters of the pit area for replacement in reclamation. Overburden <br />will be used to build a combination Haul road and flood protection <br />berm around the perimeter of the affected area as well as for backslope <br />material. The flodd protection berm and haul road will also protect <br />stockpiled topsoil as well as the pit area from flooding. Backsloping <br />in the excavated area will follow extraction and be an ongoing part <br />of the operation. Topsoil will then be replaced at 8 to 12" to the <br />waterline and be ready for reseeding. f•Iith this manner of operation, <br />reclamation will be about one year behind extraction. <br />The Company plans to operate this project on a 50 acre floating bond. <br />Disturbance areas are estimated as follows: <br />a. '•tajor - stripping and <br />b. ;foderate - backslopin <br />10 acres <br />c. Pfinor - final grading <br />The end product will be a series of sir. <br />curving s'.~orelines. Lal:e size will vary <br /> <br />excavation; 30 acres <br />'s and topsoil replacement; <br />and reseeding; 10 acres <br />tree lined lakes with gently <br />from 8 to 50 acres. <br /> <br />