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ANGLE OF <br /> SOIL TYPE WET DENSITY COHESION INTERNAL FRICTION <br /> PCF PSF DEGREES <br /> LEVEE FILL;SAND,CLAYEY, 135 200 45 <br /> GRAVELLY.COBBLY,DENSE SC <br /> FOUNDATION SOILS;SAND,CLAYEY, 133 200 45 <br /> GRAVELLY,COBBLY,DENSE SC <br /> SATURATED LEVEE FILL:SAND,CLAYEY, 72.6 200 45 <br /> GRAVELLY,COBBLY,DENSE SC <br /> SATURATED FOUNDATION SOILS;SAND, 70.6 200 45 <br /> CLAYEY,GRAVELLY.COBBLY,DENSE SC <br /> THEORETICAL BISHOP FACTOR OF SAFETY = 6.6 <br /> CRITICAL FLOOD STAGE <br /> CREEKSIDE <br /> JOB NO. 25,385 FIG. AS <br />