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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII <br />0 0 0 0 9 7 5 <br />Y <br />K <br />Q <br />O <br />Z <br />0 <br />O <br />m <br />w F <br />3 W K <br />rc w O p <br />0 o K Z <br />y a D <br />o <br />y m <br />a a <br />W <br />o <br />v <br />I <br />3 <br />��,- O B 0 <br />268) ' d <br />. <br />(,0 ;.n3) TALUS Si oC <br />,a. ) _ S W <br />250 <br />_ <br />(,os. F 0 <br />L <br />,) <br />200 <br />,3.210) , <br />F <br />W <br />� ' <br />(3 <br />LL <br />TALU <br />Q750 <br />50j,'IS <br />?t <br />Bedrock $ 8 <br />Gallegos Corp., Conger Harvesting Area, Marble, CO. <br />w <br />Section N -3 <br />> 100 <br />_ m+ <br />File Name: 88394- N3- T,a.sip <br />Last Saved Date: 11/29/2000 <br />„(m <br />Analysis Method: Morgenstern -Price <br />Slip Surface Option: Grid and Radius (M7,71) <br />50 <br />P.W.P. Option: Piezometric Lines / Ru , <br />Tension Crack Option: (none) <br />Seismic Coefficient: (none) <br />0 <br />J I I 1 I I I <br />0 <br />_I <br />50 100 150 200 250 300 350 400 450 500 550 em 650 <br />HORIZONTAL, FEET <br />NATURAL SLOPE — SECTI,ON N3 <br />stability below project, Steeper Two Area <br />Next four sheets indicate failure and safety factor <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIII <br />0 0 0 0 9 7 5 <br />