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Color Name Unit Cohesion' Phi' Constant Unit Piezometric ' <br /> Weight (psf) (°) 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 /> (: Sand &Gravel 122 0 L36 115 1 <br /> 1 <br /> 4,890 -N S <br /> 1.35 <br /> Imo- 20 ft N <br /> 4,885 — <br /> 4,880 --- <br /> ------ — .I <br /> 4,875 — <br /> 0 4,870 - <br /> u <br /> j 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 F F R F Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> Typical Berm Section (Major Failure) - Sand 5B <br /> JOB No. 0473.006.00 IDATE 06/28/2018 <br /> UA0473 Boral Aggregates10473.006 Stage 6\.Slope Stabitity\Middle Berm Section-with sand layer through.gsz <br />