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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 />Pore Water Pressure <br />Piezometric Line: 1 <br />Slip Surface Grid <br />Upper Left: (354.8, 6580.2) ft <br />Lower Left: (293.8, 6314.8) ft <br />Lower Right: (623.064, 6244.06) 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: (119.5, 6325.2) ft <br />Upper Right Coordinate: (736.7, 6196.4) ft <br />Lower Left Coordinate: (100, 6145.3) ft <br />Lower Right Coordinate: (731.1, 6115.5) ft <br />Number of Increments: 15 <br />Left Projection: No <br />Left Projection Angle: 0 ° <br />Right Projection: No <br />Right Projection Angle: 0 ° <br />UsePoints: 0 <br />i Surface Limits <br />Left Coordinate: (0, 6260) ft <br />Right Coordinate: (1000, 6180) ft <br />i ric Lines <br />Piezometric Lane 1 <br />file:///PI/Mpls/06%2000/26/0626100400%20MCC%20P...LRP%20Analysis/FinalReport/sectionb_static.htmI (3 of 5) [9/8/2009 12:55:51 PM]