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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 <br />ANALYSIS DATA: <br />Point Coordinates Line Left Right Soil PhreaG <br />No. x Y tJo. Point Point No. Line <br />1 3.0 10.0 1 1 10 2 N <br />2 3.0 31.0 2 2 4 2 N <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 increme <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 = 4 <br /> <br /> <br /> <br /> <br />PONDS WESTERN FUELS <br /> <br />'c, Soil Density Cohesion Phi <br />~ <br />No. pcf Deg <br />psf <br />1 118.0 280 30.0 <br />2 110.0 0 33.0 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />nt <br /> <br /> <br /> <br /> <br /> <br />6.2, FS = 2.190 <br />rzsvisEO r~nacx zoos Attachment 2.05.3(3)-15-8 <br />