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illll <br />Material Key <br /> <br />Material Natural Dry <br />Density Natural <br />Moisture Friction <br />Angle Cohesion <br />(psfl Permeability <br />(ft/day) <br /> (per (%) (deg) <br />® #1 Fill 115 11.5 28 0 250 <br />#2 Sand, Gravelly 115 8.0 49 0 250 <br />#3 Claystone 120 15.0 Impenetrable 3x10.5 <br />CGRS <br />DURHAM PIT SLOPE STABILITY EVALUATION <br />CTL I T PROJECT NO. FC03746-125 <br />Stability Model <br />FIGURE 7