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In conclusion, the analysis shows that the excavated slopes will be stable and furthermore there <br />will be no impact to structures located outside the perimeter of the excavation. <br />l <br />Safety Factor <br />0.000 <br />0.200 <br />0.400 <br />0.600 <br />o <br />0.800 <br />1.000 <br />1.200 <br />1.400 <br />t <br />1.600 <br />1.800 <br />2.000* <br />-10 0 10 20 30 <br />!Unit WekM <br />S&L Unh <br />Coheslon <br />Phi <br />Material Name <br />Color <br />[lbs/G) <br />Weight <br />Strength Type <br />,per <br />(deg) <br />Obs/ft) <br />Fill Material <br />120 <br />130 <br />Mohr -Coulomb <br />100 <br />33 <br />-10 0 10 20 30 <br />