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P: \13147 NCC Perry Pit0rawings \Slope StabilityWT -Perry -South EQ.dwg, EEQ, 1/7/2014 2:13:43 PM <br />SOUTHEQ 1 -07 - «* 12:35 <br />' R J&T Consulting, Inc. � <br />250 <br />200 <br />a 150 <br />a� <br />() <br />X <br />Q 100 <br />50 <br />0 <br />Perry Pit South EQ <br />1 most critical surfaces, MINIMUM BISHOP FOS = 1.041 <br />0 50 100 150 200 250 300 350 400 <br />X —AXIS (feet) <br />1 <br />