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SOIL TYPE WET DENSITY COHESION ANGLE OF <br /> (PCF) (PSF) INTERNAL FRICTION <br /> LEVEE FILL:SAND,CLAYEY,GRAVELLY, 135 160 33 <br /> COBBLEY,DENSE(SC) <br /> FOUNDATION SOILS;SAND,CLAYEY, 133 16D 33 <br /> GRAVELLY,COBBLEY.DENSE(SC) T <br /> SATURATED LEVEE FILL;SAND,CLAYEY, 72.6 ISO 33 <br /> GRAVELLY,COBBLEY.DENSE(SC) I I <br /> SATURATED FOUNDATION SOILS;SAND, 70.6 160 <br /> CLAYEY,GRAVELLY,COBBLEY.DENSE(SC) <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 4.6 <br /> ........................................ <br /> ........................................... <br /> 1.15d N I i <br /> . . . In: <br /> : : : M: ............ <br /> Eli 5111511M <br /> ...................... ........ <br /> III <br /> ► <br /> .... .. ............ . <br /> ................ .... .. <br /> Plow <br /> CRITICAL FLOOD STAGE <br /> CREEKSIDE <br /> JOB NO.25,385 FIG.5 <br />