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<br /> <br /> <br />• Material Type ASTM Classifications of SC, GC, and GC-GM. <br />• Gradation Graded uniformly and continuously from boulder size <br />to silt size, maximum particle size equal to two thirds <br />the lift thickness, maximum 45 percent fines in the <br />minus 3-inch fraction. <br />• Moisture Content Within 3 percent of optimum based on ASTM D698. <br />• Minimum Compaction Greater than 90 percent of the maximum dry density <br />based on ASTM D698. <br /> <br />These slope angles and configurations are subject to the conclusions, <br />recommendations, and limitations of the detailed engineering stability analysis <br />performed for the fill slopes and presented in Attachment B. <br /> <br /> <br /> <br />86995/DEN8R017 Page 5 of 5 February 2008 <br />Copyright 2008 Kleinfelder West, Inc.