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E <br />E <br />CD <br />o <br />GEOTECHNICAL PROPERTIES <br />FAILURE <br />TOTAL <br />SHEAR STRENGTH <br />COHESION FRICTION ANGLE <br />LAYER MATERIAL <br />UNIT <br />a' <br />DISPLACEMENT <br />WEIGHTc' <br />NORTH COUNTY RECYCLING CENTER <br />(PCF) <br />(PSF) (DEG) <br />O1 MSW <br />90 <br />NOTE 1 NOTE 1 <br />2 SIDESLOPE LINER O <br />100 <br />NOTE 2 <br />SHEAR STRENGTH <br />- <br />NOTE 2 <br />BASE LINER SHEAR STRENGTH <br />100 <br />NOTE 2 NOTE 2 <br />I_ MSW strength defined by Kavozonjlon, et of (1995) os presented in F.',—n one v cct (2005) <br />c = 500 psf for normal sirens < 770 psf <br />0 = 33' for normol stress -, 770 psf <br />2. Bose liner failure envelope de lined in Figure A <br />400- <br />350- <br />300 <br />00350300 <br />250- <br />200- <br />150- <br />100- <br />501 <br />5020015010050 <br />0 100 200 <br />v <br />C .3 <br />o Shaw Environmental, Inc. <br />20' -WIDE <br />BENCH (TYP.) <br />3 (TYP. <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YI ELD <br />SEISMIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />DISPLACEMENT <br />NORTH COUNTY RECYCLING CENTER <br />(g') <br />(INCHES) <br />STATIC <br />Z <br />200 O <br />ZL <br />A <br />1.52 <br />- <br />- <br />SEISMIC <br />150 W <br />�- ..._ <br />Q <br />- <br />0.076 <br />0,75 <br />' "g" represents the acceleration of gravity in units of feet per time sguorce (322 ft/sec2) <br />300 400 500 700 800 <br />DISTANCE (FT) <br />400 <br />I <br />350 <br />COUNTY OF SAN JOAQUIN <br />300 <br />NORTH COUNTY RECYCLING CENTER <br />250 <br />AND SANITARY LANDFILL <br />Z <br />200 O <br />ZL <br />118040 <br />SLOPE STABILITY CROSS SECTION 4-4• <br />> <br />W <br />150 W <br />�- ..._ <br />100 <br />50 <br />900 1000 1100 1200 <br />1300 1400 <br />DATE DEC 2007 <br />FIGURE 6 <br />DWN dna <br />COUNTY OF SAN JOAQUIN <br />APP BMY <br />NORTH COUNTY RECYCLING CENTER <br />REV I <br />AND SANITARY LANDFILL <br />PROJECT NO, <br />VERTICAL EXPANSION <br />118040 <br />SLOPE STABILITY CROSS SECTION 4-4• <br />