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.-. <br />N <br />4) <br />R3 <br />U <br /> <br />• <br />390 <br />380 <br />370 <br />360 <br />350 <br />340 <br />330 <br />320 <br />310 <br />300 <br />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: Total stess model of pre-slide conditions (as-built) <br />File Name: preslide total.slp <br />Last Saved Date: 10/2/00 <br />Analysis Method: Bishop <br />Direction of Slip Movement: Left to Right <br />Slip Surface Option: Fully Specified <br /> <br />•1.050 <br />Description: Shale Clay Layer <br />Soil Model: Mohr-Coulomb <br />Unit Weight: 118 <br />Cohesion: 144 <br />Phi: 15.3 <br />Piezometric Line #: 0 <br />20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 460 500 520 <br />Horzital (feet) <br />