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• GEOSYSTEM SLOPE STABILITY PROGRAM <br /> SB-SLOPE <br /> PROJECT DATA: Case 6 <br /> Project: SLOPE STABILITY OF PONDS <br /> Location: NUCLA <br /> Filename: WFCP-9 Description: AMENDMENT PONDS WESTERN FUELS <br /> ANALYSIS DATA: <br /> Point Coordinates Line Left Right Soil Phreatic Soil Density Cohesion Phi <br /> No. x Y No. Poirit Point No. Line No. pcf psf Deg <br /> 1 3.0 10.0 1 1 10 2 N 1 118.0 420 33.0 <br /> 2 3.0 31.0 2 2 4 2 N 2 82.0 160 33.0 <br /> 3 3.0 36.0 3 4 8 2 N <br /> 4 22.9 29.8 4 8 9 2 N <br /> 5 47.0 36.0 5 4 5 1 N <br /> 6 55.0 38.0 6 5 6 1 N <br /> 7 65.0 38.0 7 6 7 1 N <br /> 8 117.4 24.9 8 7 8 1 N <br /> 9 153.0 23.0 9 5 8 1 Y <br /> 10 153.0 10.0 <br /> Free water surtace, left point = 3 right point = 5 <br /> Grid search; initial parameters: <br /> initial final increment <br /> x 60.0 120.0 2.0 <br /> ) y 50.0 100.0 2.0 <br />• r 2.0 <br /> minimum perpendicular depth is 3.0 <br /> limit at elevation 10.0 <br /> OVERALL MINIMUM: x = 94.0, y = 58.0, r = 45.4, FS = 2.543 <br />l <br />• <br />REVISED MP.RCH zoos Attachment 2.05.3(3)-15-13 <br />