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Color Name Unit Cohesion' Phi' Constant Unit Piezometric <br /> Weight j (psf) (°) Wt.Above Line <br /> (pcf) Water Table <br /> (Pcf) <br /> ■ Bedrock Fresh 124 500 121 115 1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> l Sand &Gravel 122 0 36 115 1 <br /> 4,890 N S <br /> 1.92 <br /> N 20 ft ►� + <br /> 4,885 - <br /> 4,880 -- <br /> ------------------------------------------ <br /> C 4,875 <br /> O � <br /> j 4,870 <br /> N_ <br /> w 4,86 — <br /> 4,860 <br /> 4,855 <br /> 0 1 <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- & A U F. I Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> + Berm Section - 2.5:1 South Slope (Major Failure) - Sand 9 B <br /> JOB No. 0473.006.00 DATE 06/28/2018 <br /> U10473 Boral Aggregates\0473.006 Stage 6\.Slope StabilityViddle Berm Section-2.5-1 slope-with sand.gsz <br />