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Color Name Unit Cohesion' Phi' I 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 36 115 1 <br /> __-- ---_--- , _- _i <br /> 4,890 N 1.55 S <br /> '�---20 ft--►J • <br /> 4.885 i <br /> _ 4,880 <br /> C 4,875 <br /> O <br /> j 4,870 <br /> V1 <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 /> D F F R E A L.f I `I Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 2:1 South Slope (Major Failure) -Sand 7 B <br /> JOB No. 0473.006.00 DATE 06/28/2018 <br /> U:\0473 Boral Aggregates\0473.006 Stage 6\Slope Stability\Middle Berm Section-2-1 slope-with sand layer through.gsz <br />