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PN: 55743PE <br /> October 11, 1029 <br /> Page 3 <br /> -U <br /> f#Aff I <br /> low '___.; art <br /> � 1 <br /> 0, _ �.w_. .. .._ _ _ .._ .. _ _ �........... .-...,i_.......-..ti...-.--..�. qty <br /> Section 2-2 <br /> The results of the analysis of the final reclaimed slope gradient of 2:1 h:v along Section 2-2 is <br /> shown below. <br /> c <br /> 7 <br /> The results of the analysis indicate that the theoretical factor of safety of the final deposit is <br /> about 1.55. <br /> TRAUTNER lii i g'l:IT <br />