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I. MSW strength defined by K—zonjion, et al. (1995) - presented In D--, and ':Nright (2005) <br />C = 500 psf for normal ;gess G 770 psf <br />m = 33- for normal stres > 770 psf <br />SWIM <br />Shaw Environmental, Inc. <br />------------ <br />300 <br />250 <br />200 <br />z <br />150 <br />a <br />w <br />w 100 <br />50 <br />I RESULTS OF SLOPE STABILITY ANALYSIS <br />GEOTECHNICAL PROPERTIES <br />STATIC FACTOR <br />YIELD <br />SEI ,MIC <br />TOTAL <br />SHEAR- <br />Ti EN�.� <br />COHESION <br />-RICTIOn a ;t}-__7 <br />LAYER <br />MATERIAL <br />UNIT <br />�. <br />PROJECT NO. <br />WEIGHT <br />118040 <br />1,50 <br />(PCF) <br />(PSF) <br />�. <br />(DEG) <br />MSW <br />30 <br />NOTE I <br />NOTA I <br />0 2 <br />SMOOTH GEOMEMBRANE-SOIL <br />RFAC <br />INTEL <br />100 <br />0 <br />12 <br />SMOOTH GEOMEMBRANE-GEONET <br />--"-j <br />OR GEOTEXTILE INTERFACE <br />100 <br />0 _. <br />10 <br />I. MSW strength defined by K—zonjion, et al. (1995) - presented In D--, and ':Nright (2005) <br />C = 500 psf for normal ;gess G 770 psf <br />m = 33- for normal stres > 770 psf <br />SWIM <br />Shaw Environmental, Inc. <br />------------ <br />300 <br />250 <br />200 <br />z <br />150 <br />a <br />w <br />w 100 <br />50 <br />I RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YIELD <br />SEI ,MIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />DISFLACFMrNT <br />NORTH COUNTY RECYCLING CENTER <br />(g") <br />(INCHES) <br />STATIC <br />PROJECT NO. <br />VERTICAL EXPANSION <br />118040 <br />1,50 <br />- <br />- <br />SEISMIC <br />- <br />0.112 <br />0.08 <br />" "g" represents the occeleration of gravity In Un— of feet per Gme sp uared (322 f 2 <br />0 100 200 300 400 500 600 700 800 <br />DISTANCE (FT) <br />DATE DEC. 2004 <br />FIGURE 3 <br />OWN .ISR <br />COUNTY OF SAN JOAQUIN <br />APP RMY <br />NORTH COUNTY RECYCLING CENTER <br />REV 2 <br />AND SANITARY LANDFILL <br />PROJECT NO. <br />VERTICAL EXPANSION <br />118040 <br />SLOPE STABILITY CROSS SECTION 1-1' <br />