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a. "a narrative that describes the approximate location of the proposed activity;" <br /> Imported construction waste material, to include aged concrete, will be placed in <br /> mined out areas and other areas now receiving processing fines. <br /> Imported construction waste will include clean excavated construction material, <br /> construction material not suitable as structural fill, other clean earthen materials and <br /> aged concrete. <br /> b. "the approximate volume of the inert material to be backfilled; <br /> We cannot provide an answer to this question. We will however, limit our acceptance <br /> to no more than 54,500 tons in any given year. <br /> (5 acres)(5ft. deep)(43,560ft/acre] equals approximately 40,333cubic yards <br /> 27 ft./cubic yard <br /> (40,333 cubic yards)(1.35 tons of soil/cubic yard) = 54,500 tons. <br /> We further estimate that approximately 4,000 cubic yards of aged concrete will be <br /> imported per year. <br /> C. "a signed affidavit certifying that the material is clean and inert, as defined <br /> in Rule 1.1.(20)." <br /> Please see the attached example material affidavit. <br /> d. "the approximate date the proposed activity will commence and end, <br /> however, such dates shall not be an enforceable condition; <br /> Importation of the above listed waste materials may begin any time after the notice <br /> approval date. Importation will continue for the life of the mining operation. The <br /> importation of the above listed waste materials will end prior to the end of site <br /> reclamation and the final grading process. <br /> e. "an explanation of how the backfilled site will result in a post-mining <br /> configuration that is compatible with the approved post-mining land use; and <br /> Importation of the above listed waste materials will aid in achieving the approved <br /> post mining topography and achieve a surface elevation at least 2 feet above the <br /> prevailing ground water level. <br /> f. "a general engineering plan stating how the material will be placed and <br /> stabilized in a manner to avoid unacceptable settling and voids. <br /> 2 <br />