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Cohe <br /> onstant <br /> Piez <br /> Color Name Weight (psf) sion' (Phi' II, Wt Above <br /> l Lineometric <br /> (pcf) Water Table <br /> (pcf) <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> ■ Emmbankment Fill 130 50 26 120 1 <br /> Sand &Gravel 122 0 36 115 1 <br /> 4,890 --N S <br /> 2.07 <br /> N --20 ft-- <br /> 4,885 - <br /> 4,880 - <br /> ------------------------------------------ <br /> 4,875 - <br /> 4,870 - <br /> U <br /> j 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 /> DEERE A U L ,-, Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, INC. Typical Berm Section (North Slope) - Sand `JC <br /> `:�. �•: : ,'�,.„ urr�-,, � .,,, ,I �4 (��•�,tr�lu�rinl Ir� :irr�,•rin,, <br /> JOB No. 0473.006.00 IDATE 06/28/2018 <br /> U10473 Boral Aggregates\0473.006 Stage 6\Slope StabilityWliddle Berm Section-with sand layer through.gsz <br />