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I_ MSW Strength defined by K-w—j—, of `. ('995) Os presentee VV,Sht (2005) <br />C = 500 psf for normal stress < 770 psf <br />0 = 33' for normal stress > 770 ps' <br />2. Bose liner f.d— envelope defined o Figure A <br />400 <br />350 <br />300 <br />250 <br />z <br />F=0 200 <br />Q <br />w <br />J <br />w 150 <br />100 <br />50 <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />GEOTECHNICAL PROPERTIES <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />TOTAL <br />SHEAR STE,NCTH <br />ACCELERATION <br />OISFLACEMENT <br />UNIT <br />COHESICIN <br />"i':CTION AN ,1_f. <br />-- <br />LAYER MATERIAL <br />PROJECT NO, <br />WE, <br />(PCF) <br />(oSF) <br />(Dc'G) <br />SLOPE STABILITY CROSS SECTION 5-5' <br />(1 <br />MSW <br />90 <br />NOTE 1 <br />NOYE 1� <br />0 <br />SIDESLOFE LINER <br />0.083 <br />0,45 <br />SHEAR STRENGTH <br />T00 <br />NOTE 2 <br />.NOTE 2 <br />BASE LINE SHEAR STRENGTH <br />100 <br />NOTE 2 <br />:V'OTE 2 <br />I_ MSW Strength defined by K-w—j—, of `. ('995) Os presentee VV,Sht (2005) <br />C = 500 psf for normal stress < 770 psf <br />0 = 33' for normal stress > 770 ps' <br />2. Bose liner f.d— envelope defined o Figure A <br />400 <br />350 <br />300 <br />250 <br />z <br />F=0 200 <br />Q <br />w <br />J <br />w 150 <br />100 <br />50 <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YIELD <br />SEISMIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />OISFLACEMENT <br />NORTH COUNTY RECYCLING CENTER <br />(9') <br />(INCHES) <br />STATIC <br />PROJECT NO, <br />VERTICAL EXPANSION <br />Q <br />SLOPE STABILITY CROSS SECTION 5-5' <br />SEISMIC <br />0 <br />– <br />0.083 <br />0,45 <br />_ "9' represents the oceelerat,on of 9rov;ty �n ii ,ts o' feet per time sclvored i3? -2_ ft/7­2) <br />V <br />Shaw Environmentai, Inc, <br />luu ZUu OG 400 500 600 700 800 900 1000 <br />DISTANCE l <br />DATE DEC 2009 <br />FIGURE 7 <br />DWN JSIR <br />COUNTY OF SAN JOAQUIN <br />APP 6MY <br />NORTH COUNTY RECYCLING CENTER <br />REV 1 <br />AND SANITARY LANDFILL <br />PROJECT NO, <br />VERTICAL EXPANSION <br />118040 <br />SLOPE STABILITY CROSS SECTION 5-5' <br />