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<br />WIT WEIGHT = 125 PCF <br />8 = 40 pEGREES <br />2.00 <br />1.75 <br /> <br /> F <br /> <br />• ~ 1.50 <br /> <br /> 0 <br /> <br /> F <br /> u <br /> a <br /> LL <br /> 1.25 <br />1.00 <br />ES <br />FILL SLOPE STABILITY ANALYSIS <br />JOB NO. 5664C <br />• <br />FIG. 5 <br />~ _ I <br />20 40 60 BO <br />FEIGHi OF EMBANKMENT FEET <br />