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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 t1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> Sand &Gravel 122 0 36 115 1 <br /> I <br /> }I <br /> I <br /> 4,890 --N 2.07 S <br /> • 1-4--20ft ►I <br /> f 4.885 <br /> 4,880 <br /> ,Y ------------------------------------------ <br /> C 4,875 <br /> O <br /> �j 4,870 — <br /> _N <br /> W 4 86 <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 /> E <br /> D EERE & AULT Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> Berm Section -2.5:1 South Slope (North Slope) - Sand 9 C <br /> JOB No. 0473.006.00 DATE 06/28/2018 <br /> IJA0473 Boral Aggregates\0473.006 Stage 6\Slope Stability\Middle Berm Section-2.5-1 slope-with sand.gsz <br />