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Color Name Unit Cohesion' 1 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 /> J Sand &Gravel 122 0 34 115 _-- 1 <br /> a <br /> t <br /> 4,890 --N 2.09 S <br /> 4,885 - <br /> _ 4,880 - <br /> -------------------------------------------- <br /> CO 4,875 - <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 /> D Fa E R E: AL Ir 'T Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> • Typical Berm Section (North Slope) - No Sand 4c <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> U10473 Boral Aggregates\0473.006 Stage 6\Slope StabilityWliddle Berm Section.gsz <br />