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• <br />r~ <br />U <br /> <br />ASSUMID VALUES ASSIGNID FOR STABILITY ANALYSIS <br /> Internal <br />Soil Assigned Assumed Friction Cohesion <br />Type Elevations Dry Density Angle C <br />USCS Feet lbs./cu.ft. in Degrees Ton/sq.ft. <br /> <br />SC 42.4'-57' 110.0 22 0.02 <br />CL 30.4'-42.4' 105.0 15 0.5 <br />SC 16.9'-30.4' 115.0 22 0.02 <br />CL 0 -16.9' 110.0 15 0.5 <br />Downstream <br />Berm Fill <br />SC <br />Sand Blanket <br />Upstream <br />Rip Rap <br />110.0 22 0.02 <br />130.0 30 0 <br />140.0 30 0 <br />VI-3 <br /> <br />