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Color Name Unit Cohesion' Phi' Constant Unit Piezometric <br /> Weight (psf) (0) Wt.Above Line <br /> (pcf) Water Table <br /> - — (Pcf) <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> L� Sand &Gravel 122 0 34 115 1 <br /> 4,890 2.08 S <br /> 7— <br /> 4,885 -- • �---20ft- --►� <br /> _ 4,880 <br /> ------------------------------.----_ <br /> 4,875 <br /> O <br /> ~> 4,870 - <br /> N <br /> W <br /> 4,865 - ' _ <br /> 4,860 <br /> 4,855 <br /> -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70 80 90 100 <br /> Distance(ft) <br /> i <br /> D F. & A U L. ,-1, Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> Berm Section - 2:1 South Slope (North Slope) - No Sand 6C <br /> :`. � , r 1::,, �n.,.•,, r ,. I .\ i ��,.,i�,l�t+i�al I n��tilrt•rit�:• <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> LJA0473 Boral Aggregates\0473.006 Stage 6\.Slope Stability\Middle Berm Section-2-1 slope.gsz <br />