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Piez <br /> Color Name Weight (ps Cohesion' (oj i'� Wt AboveUntt Lineometrtc '� <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 /> 4,890 N S <br /> 2.21 <br /> 1,4 -20rt ►{ <br /> 4,885 — <br /> 4,880 - <br /> ------ -------------------------------- <br /> C 4,875 — <br /> O <br /> j 4,870 — <br /> N <br /> LLJ 4,W51— <br /> 4,860 <br /> 4,855 <br /> i -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 /> ft <br /> I <br /> i <br /> a ' Boral Aggregates - Sta e 6 Berm FIGURE NO. <br /> I� �. �. R �: �. ��� LI L. � 9 <br /> CONSULTANTS, INC. <br /> Berm Section - 3:1 South Slope (Major Failure) - Sand B <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> U:\0473 Boral Aggregates\0473.006 Stage 60ope Stability\Middle Berm Section-3-1 slope-with sand layer through.gsz <br />