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• GEOSYSTEM SLOPE STABILITY PROGRAM <br />SB-SLOPE <br />PROJECT DATA: Case 3 <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 R ight Soil Phreatic Soil Density Cohesion Phi <br />No. x Y No. Point Point No. Line No. pcf psf Deg <br />1 3.0 10. 0 1 1 10 2 N 1 110.0 240 29.0 <br />2 3.0 31. 0 2 2 4 2 N 2 78.0 0 31.0 <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 />B 117.4 24 .9 8 7 B 1 N <br />. <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 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 = 96.0, y = 54.0, r = 40.0, FS = 1.519 <br />• <br />(Revised 72/00) Attachment 2.05.3(3) -10-121 <br />