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GEOTECHNICAL PROPERTIES <br />TOTAL <br />_ SHEAR STRENGTh <br />COHESION <br />FRICTION ANGI_[ <br />LAYER MATERIAL UNIT <br />c. <br />WEIGHT <br />(pCc) <br />(PSF) <br />o. <br />O1 MSW 90 <br />Note 1 <br />Note I <br />BASE LINER SHEAR STRENGTH 100 <br />Note 2 <br />Note 2 <br />1. MSW strength defined by Kavazanjion, et I. (1995) as presented In ,. u.2- r 4'l rig ht (2005) <br />c = 500 psf for normal =_trey=_ G 770 psf <br />0 = 33' for normal stress > 770 psf <br />2. Base liner failure envelope defined In Figure A <br />400- <br />350- <br />300- <br />60'—WIDE <br />0035030060'—WIDE <br />250 ACCESS ROAD <br />z <br />200- <br />150- <br />100- <br />50- <br />0 <br />0015D100500 100 200 <br />-s ®v <br />m Shaw Environmental, Inc. <br />200'—WIDE <br />OPPERATIONS <br />AREA <br />EL. 200' <br />RESULTS OF SLOPE STABILITY ANALYSIS <br />FAILURE <br />STATIC FACTOR <br />YIELD <br />S 13M MIC <br />SURFACE <br />OF SAFETY <br />ACCELERATION <br />DISPLACEMENT <br />NORTH COUNTY RECYCLING CENTER <br />(9') <br />(I�\CHES) <br />STATIC <br />PROJECT NO. <br />VERTICAL EXPANSION <br />A <br />1-64 <br />— <br />SEISMIC <br />A <br />"g" represents the acceleration of grovlty In units of feet per time (322 ft/sec2) <br />20' -WIDE <br />BENCH (TYP.) <br />EL. 318' <br />3 TYP.) <br />1 <br />300 400 500 000 700 800 900 1000 1100 1200 1300 <br />DISTANCE (FT) <br />400 <br />350 <br />300 <br />250 <br />z <br />200 <br />2 <br />ISO W <br />00 <br />50 <br />1400 <br />DATE DEC 2009 <br />FIGURE 5 <br />DWN JSR <br />COUNTY OF SAN JOAQUIN <br />APP RMv <br />NORTH COUNTY RECYCLING CENTER <br />REv 2 <br />AND SANITARY LANDFILL <br />PROJECT NO. <br />VERTICAL EXPANSION <br />18040 00 <br />IN, <br />SLOPE STABILITY CROSS SECTION 3-3' <br />