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8.2 <br />8.0 <br />1.38 <br />Upper Scarp <br />Maia Scarp <br />CD <br />- Estimated Pre-Failure Ground Surface <br />0 Theorized Failure Surface <br />x <br />Name: Sawatch Sandstone <br />• O _Ird Weight, 155 <br />`J cohesion: 100 > Pni 35 <br />O L11 - ; <br />i i~ <br /> Name Pie-re Shale <br />c P z U. L Name: Granite Unit Weight. 130 <br />Unit Weight: 165 m C 3 r Cohesion. 750 Phi' 15 <br />Cohesion: 1500 P1,~ 4 <br />Name: Manitou Lim Name: Manitou Limestone <br />Unit Weight. 160 Unit Weight. 160 <br />Cohesion: 1000 P, 40 Cohesion. 1000 Phr 1 I <br />"r <br />,i r <br /> LL LL V) <br /> m W <br /> 9 5 9.6 9.7 <br />- 8.2 83 8-4 85 86 8.8 89 9iJ 92 9a Sec ion FF Uooer GW gsz Fig. D-5 <br />PINEViEw QUARRY SLOPE Distance (x 1000) CTL T PROJECT N0. CS t 734 t <br />