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Color Name l Unit Cohesion' Phi' Constant Unit Piezometric ' <br /> Weight (psf) (0) Wt. Above Line <br /> (pcf) Water Table <br /> (pcf) <br /> ■ Bedrock Fresh 124 500 21 j 115 1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> Sand &Gravel 122 0 36 115 1 <br /> 1 <br /> i <br /> 4,890 N S <br /> 1.96 <br /> 4,885 - <br /> V 20fl-- - <br /> ...-- -- ►� • <br /> Y <br /> _ 4,880 <br /> --------------------------------------------- <br /> C 4,875 <br /> O <br /> +j 4,870 <br /> _N <br /> w Nib- <br /> 4,86 w <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 /> I — Distance(ft) <br /> i <br /> D 1'. E R I A U L 'I Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 3:1 South Slope - Sand 11 A <br /> JOB No. 0473.006.00 IDATE 06/28/2018 <br /> IJA0473 Boral Aggregates\0473.006 Stage 60ope Stability\Middle Berm Section-3-1 slope-with sand layer through.gsz <br />