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Revised 1/].1/FO <br />Section 816.71 (a) Continued <br />The results of this study confirm the stability of the fill <br />and are discussed in Exhibit 9, Excess Spoil. The fill will <br />be constructed so as to blend in caith the existing topography <br />and the average slope will be approximately 3:1 (horizontal <br />to vertical) and will be revegetated according to Sections <br />816.111-816.117. Benches will be utilized every 50 vertical <br />feet to aid in controlling erosion and to help achieve an <br />adequate factor of safety. <br />(b) The fill shall be designed using recognized professional <br />standards, certified by a registered prcfessional engineer, and <br />approved by the <br />• <br />r~ <br />L <br />816-88 (b) <br />