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. 2. Section 3.3 and Section 4.0, pp. 13-15 <br />1. All perimeter channels will be riprapped. <br />2. East and West drainage ditches will be <br />riprapped, Drawing No. MG-R-C-001. <br />3. Computations are provided in Appendix A. <br />3. Section 3.3, p,. 7-8 and Section 4.0, p. <br />13-17 <br />4. Terraces will slope inward and toward the <br />perimeter drainage channels at two percent <br />to drain the surface run-off. See Drawings <br />No. MG-R-C-001 and MG-R-C-002. <br />5. Section 5.2, pp. 19-20 <br /> 30 foot wide terraces are needed for <br /> stability and vehicle movement. <br />6. Section 8.1.2, p. ,35 and Section 8.2, pp. <br /> 36 - 3'9 <br />• 7. Drawing No. MG-R-C-001, Section 4.6, p. <br /> 16 <br /> The final refuse terraces and top of the <br /> pile will have a slope of 2 percent. <br />8. Drawing No. MG-R-C-001 <br /> The existing northern channel will serve <br /> as a collection channel. <br />9. Section 4.8, p. I7 and Appendix A, pp. 21 <br />ROADS <br />1. N/A <br />2. N/A, the alternate route will not be used. <br />3. Section 7.0, pp. 31-33 <br />1. The access road alignment has been <br />modified slightly to provide a fullcut <br />• section and will stay away from the valley <br />bottom. <br />