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• • <br />390 <br />380 <br />370 <br />360 <br />350 <br />340 <br />.-~ <br />~ 330 <br />~ 320 <br />v 310 <br />~ 300 <br />U 290 <br />~ 280 <br />270 <br />260 <br />250 <br />240 <br />230 <br />220 <br />210 <br />200 <br />0 <br />Description: Seneca Pond 12 Slide <br />Comments: Model of post-slide regraded conditions (regrade) <br />File Name: Regrade total defined.slp <br />Last Saved Date: 10!2/00 <br />Analysis Method: Morgenstern-Price <br />Direction of Slip Movement: Left to Right <br />Slip Surface Option: Fully Specified <br />P.W.P. Option: Piezometric Lines / Ru <br />Tension Crack Option: (none) <br />Seismic Coefficient: (none) . <br />Description: Shale Bedrock <br />Soil Model: Bedrock <br />Piezometric Line #: 0 , <br />1.349 <br />Description: Wheathered Shale Clay Layer <br />Soil Model: Mohr-Coulomb <br />Unit W eight: 11 B <br />Cohesion: 144 <br />Phi: 15.3 <br />Piezometric Line #: 0 <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 />Horzital (feet) <br />