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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 /> ---- ------------ - - - ------- --- ---- — -� <br /> r <br /> -� Sand &Gravel 122 0 36 115 1 <br /> 4,890 N 1.44 S <br /> — <br /> 4,985 — <br /> 4,880 <br /> _ ------------------------------------------ <br /> C 4,875 <br /> O <br /> j 4,870 <br /> _O <br /> W 4,865 01-- <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 /> I <br /> vE E R E & A U I `I' Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 2:1 South Slope - Sand 7 A <br /> V�_lic7 ��'�ifllir', l ?l'i� �' �.ic'ttN`.'11i11i.1� I�I]YIIIiCI'111t' <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> UA0473 Boral Aggregates\0473.006 Stage 61Slope Stability\Middle Berm Section-2-1 slope-with sand layer through.gsz <br />