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i <br /> Color Name Unit Cohesion' Phi' Constant Unit Piezometric <br /> Weight (psf) (0) Wt. Above Line <br /> (pcf) Water Table <br /> (Pcf) <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> Embankment Fill 130 50 26 120 1 <br /> Sand &Gravel 122 0 36 115 1 <br /> t <br /> x <br /> I <br /> x <br /> s <br /> i <br /> t 4,890 -N 2.07 S <br /> i N 20ft N <br /> 4,885 - <br /> _ 4,880 - <br /> ;� ------------------------------------------ <br /> r- 4,875 - <br /> l7 <br /> +j 4,870 - <br /> V) <br /> Ld 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 /> 3 <br /> t <br /> DEERE &- A Lf 11 Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> ,,�'CONSULTANTS, INC. Berm Section - 2:1 South Slope (North Slope) - Sand 7c <br /> ,,\,'.it.•r ; ,.•,,:un�•,;t.., ,I t1 <.�tn�,-Ir.i :,' I_t,,nn::rii,_. <br /> JOB No. 0473.006.00 DATE 06/28/2018 <br /> tP\0473 Boral Aggregates\0473.006 Stage 6\Slope StabilityViddle Berm Section-2-1 slope-with sand layer through.gsz <br />