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370 <br />360 <br />350 <br />340 <br />~ 330 <br />N 320 <br />310 <br />~ 300 <br />U 290 <br />~ 280 <br />~ 270 <br />260' <br /> <br />Description: Seneca Pond 12 Slide <br />Comments: Model of post-slide regraded <br />File Name: Regraderoad fail.slp <br />Last Saved Date: 12/8/00 <br />Analysis Method: Morgenstern-Price <br />Direction of Slip Movement: Left to Rig <br />Slip Surface Option: Grid and Radius <br />P.W.P. Option: Piezometric Lines / <br />Tension Crack Option: (none) <br />Seismic Coefficient: (none) <br />240 <br />230 <br />220 <br />210 <br />200 <br />0 <br />Description: Shale Bedrock <br />Soil Model: Bedrock <br />Dln~mm~l.ln I inn A• i <br /> <br /> <br />Description: W heathered Shale Clay Layer <br />Soil Model: Mohr-Coulomb <br />Unit Weight: 118 <br />Horizontal (feet) <br />20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 <br />