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Equipment Weight (lb/ft. ) <br /> Seepage Thickness (ft. ) <br /> Unit Weight of Water (pcf) (assumed at 62.4pcf) <br /> ANCHOR slope cover cover slope residual residual factor mobil. mobil. e <br /> FORCE height soil unit angle quipmnt <br /> �4'D thickness weight g soil intrface of soil intrface weight <br /> (lb/ft) (feet) (feet) (pcf strength strength safety strength strength <br /> xx==m=x ) =x(feet) (feet) <br /> ) (deg) (deg) (deg) (FS) (deg) (deg) (lb/ft. ) <br /> x=x=xx=x <br /> x-x=xxxx xxxxxx== =xxxxxx= <br /> 585 10 <br /> 1 110 26.6 30 9 - 1.00 30.00 9.00 <br /> 630 10 1 110 26.6 0 <br /> 30 9 1.10 27.69 8.19 0 <br /> 667 10 1 110 26.6 30 9 <br /> 698 10 1 1.20 25.69 7.52 0 <br /> 110 26.6 30 9 1.30 23.95 6.95 <br /> 724 10 1 110 26.6 30 __._"__ p <br /> 746 10 9 1.40 22.41 6.45 0 <br /> 1 110 26.6 30 9 1.50 21.05 6.03 <br /> 765 10 1 110 26.6 0 <br /> 30 9 1.60 19.84 5.65 0 <br /> 782 10 1 110 26.6 30 9 1.70 18.76 5.32 <br /> 797 10 1 110 26.6 30 0 <br /> 810 10 1 9 1.80 17.78 5.03 p <br /> 110 26.6 30 9 1.90 16.90 4.77 <br /> 822 10 1 110 26.6 0 <br /> 30 9 2.00 16.10 4.53 0 <br /> 833 10 1 110 26.6 30 9 2.10 15.37 4.31 0 <br /> 843 10 1 110 26.6 30 9 2.20 14.70 4.12 <br /> 851 10 1 110 26.6 30 0 <br /> 859 10 1 9 2.30 14.09 3.94 0 <br /> 110 26.6 30 9 2.40 13.53 3.78 <br /> 867 10 1 110 26.6 30 0 <br /> 874 10 1 9 2.50 13.00 3.63 0 <br /> 110 26,6 30 <br /> 880 10 9 2.60 12.52 3.49 0 <br /> 1 110 26.6 30 9 2.70 12.07 3.36 <br /> 886 10 1 110 26.6 0 <br /> 30 9 2.80 11.65 3.24 0 <br /> 891 10 1 110 26.6 30 9 <br /> 896 10 2.90 11.26 3.13 0 <br /> 1 110 26.6 30 9 3.00 10.89 3.02 <br /> 901 10 1 110 26.6 30 0 <br /> 9 3.10 10.55 2.92 0 <br /> 905 10 1 110 26.6 30 9 3.20 10.23 2.83 0 <br /> 909 10 1 110 26.6 30 9 <br /> 913 10 1 3.30 9.92 2.75, 0 <br /> 110 26.6 30 9 3.40 9.64 2.67 0 <br />