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/ <br />SLOPE SAFETY FACTOR / / 1.0 <br />I.OV' 1.5H 1.33 1.�s SF = 1.44 <br />I.OV�175H 1.44 EXISTING CUT SURFACE <br />SF= 1.33 <br />I.OV :2.OH 1.59 <br />IA <br />2.0 .e <br />I.0 / <br />/ <br />/ <br />J <br />TTENED SLOPE AT 1.0:1.5,1.0:1.75 <br />FULLY DRAINED <br />SLOPE SAFETY FACTOR EXISTING CUT SURFACE SF =1.26 <br />1.0: 1.5 1.20 / <br />1.0 +1.75 1.26 / <br />SF= 1.20 <br />175 � <br />1.0 <br />s <br />i <br />/ <br />SF= 1.59 <br />1.0: 2.0 <br />FLATTENED SLOPE AT 1.0:1.5 & 1.0:1.75 <br />INCREASED WATER LEVEL <br />PAArE c -q <br />STABILITY SECTION <br />DIVERSION CHANNEL CUT <br />GEO —HYDRO CONSULTING, INC. <br />IA <br />00445' <br />. <br />