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• GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: Case 1 <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 <br /> No. x Y No. Point Point No. Line No. pcf psf Deg <br /> 1 3.0 10.0 1 1 10 2 N 1 118.0 280 <br /> 2 3.0 31.0 2 2 4 2 N 2 110.0 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 surface, 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 60.0 120.0 2.0 <br />r 2.0 <br />minimum perpendicular depth is 3.0 <br />limit at elevation 10.0 <br />OVERALL MINIMUM: x = 98.0, y = 64.0, r = 46.2, FS = 2.190 <br />• <br />Phi <br />30.0 <br />33.0 <br />(Revised 12/00) Attachment 2.05.3(3) -10-119 <br />