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Color Name Unit Cohesion Piezometric <br /> ' Phi Constant Unit <br /> Weight (psf) (°) Wt. Above li Line <br /> (pcf) Water Table <br /> (pcf) <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> U Sand &Gravel 122 0 36 115 1 <br /> 4,890 -N S <br /> 1.08 <br /> 4,885 - N 20ft---►� <br /> 4,880 — <br /> --------------------------------------------- <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 E E R—E A U L T Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> • Typical Berm Section - Sand 5A <br /> JOB NO. 0473.006.00 IDATE 06/28/2018 <br /> U:\0473 Boral Aggregates\0473.006 Stage 6\Slope Stability\Middle Berm Section-with sand layer through.gsz <br />