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Problem: Varra Coulson Slope Failure Analysis - FS Min- Bishop = 1.366 <br />125 Soils Cohesion Friction <br />Angle <br />120 INN= Snd & GO 00 38 0 <br />115 IM111111 Clay 50.0 28 0 <br />Prly Grd Snd 0 0 31 0 <br />110 - Top Soil Soo 28 0 <br />105 Bedrock 731.0 210 <br />100 Water Table <br />Critical Surface <br />95 -- <br />90 <br />85 <br />80 ,- �. a <br />75 <br />70 ;. <br />f <br />65 ;. - - .;. .,._ <br />60 . <br />55 <br />45 <br />40 - - -- ------ <br />35 <br />30 - <br />25 <br />20 <br />15 <br />10 <br />5 <br />0 <br />-5 <br />-10 <br />-10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 <br />(Scale in Feet) <br />