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SLOPE/W (3) <br />Phi: 27.5 ° <br />Phi-B: 0 ° <br />Pore Water Pressure <br />Piezometric Line: 1 <br />Bedrock <br />Model: Bedrock (Impenetrable) <br />Slip Surface Grid <br />Upper Left: (58.4, 6617) ft <br />Lower Left: (68.4, 6272.3) ft <br />Lower Right: (474.5, 6278.4) ft <br />Grid Horizontal Increment: 20 <br />Grid Vertical Increment: 20 <br />Left Projection Angle: 0 ° <br />Right Projection Angle: 0 ° <br />Slip Surface Radius <br />Upper Left Coordinate: (114.294, 6161.58) ft <br />Upper Right Coordinate: (648.76, 6282.85) ft <br />Lower Left Coordinate: (131.826, 6067.55) ft <br />Lower Right Coordinate: (723.034, 6110.03) ft <br />Number of Increments: 10 <br />Left Projection: No <br />Left Projection Angle: 0 ° <br />Right Projection: No <br />Right Projection Angle: 0 ° <br />UsePoints: 0 <br />Slip Surface Limits <br />Left Coordinate: (0, 6130) ft <br />Right Coordinate: (1000, 6250) ft <br />Piezometric Line <br />Piezornetric Line I <br />Coordinates <br />file:///PI/Mpls/06%2000/26/0626100400%20MCC%20P...LRP%20Analysis/FinalReport/sectiona_static.htmI (3 of 5) [9/8/2009 12:55:49 PM]