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Color Name Unit Cohesion'1 Phi' !, Constant Unit ' Piezometric <br /> Weight (psf) O Wt.Above Line <br /> (pcf) Water Table <br /> 4— (Pcf) <br /> Bedrock Fresh 124 500 21 115 1 <br /> ■ Embankment Fill 130 50 — 26 120 1 <br /> Sand &Gravel 122 0 34 115 1 <br /> 4,890 f— <br /> N S <br /> L 1.60 <br /> -0 �_. zon __--H <br /> 4,885 <br /> _ 4,880 <br /> ------------------------------------------ <br /> CO 4,875 - <br /> co <br /> > 4.870 - <br /> _N <br /> W <br /> 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 /> h E F A U L. 11 Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> T CONSULTANT S, INC. Berm Section -2:1 South Slope (Major Failure) - No Sand 6B <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> U\0473 Boral Aggregates\0473.006 Stage 6\Slope StabilityViddle Berm Section-2-1 slope.gsz <br />