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C61or Name Unit Weight Coh sion' I Phi' Constant <br /> Unit Piezometric <br /> (°) Above Line <br /> (pcf) Water Table <br /> (Pcf) <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> ■ Embankment FIII 130 50 26 120 1 <br /> Sul Sand&Gravel 122 0 34 115 1 <br /> 4,890 N S <br /> � 1.40 <br /> N 20 n---—►I 0 <br /> 4,885 - <br /> _ 4,880 - <br /> -----.------------------------------- -- <br /> O 4,875 <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 60 90 100 <br /> Distance(ft) <br /> U L'. 1, R I & A U 1. 'I' Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 2:1 South Slope - No Sand 6A <br /> `'•' -ii k'x <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> UA0473 Boral Aggregates\0473.006 Stage 6\Slope StabilityViddle Berm Section-2-1 slope.gsz <br />