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Color Name Unit Cohesion' Phi' I Constant Unit Piezometric <br /> Weight (psf) (0) Wt. Above Line <br /> (pcf) Water Table <br /> (Pcf) <br /> i- <br /> ■ Bedrock Fresh 124 500 21 115 1 <br /> ■ Embankment Fill 130 50 26 120 1 <br /> U <br /> — - <br /> Sand &Grave l 122 0 34 115 1 <br /> i <br /> i <br /> I <br /> 4,890 _W 2.08 S <br /> � � 201 ► <br /> 4,885 <br /> 4,880 - <br /> -------------------------------------- -- <br /> c ,4875 O - <br /> 4,870 <br /> W 4. — Id <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 & AULT Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 2.5:1 South Slope (North Slope) - No Sand $C <br /> l`.I i.'f' �i.i�• U ll'C', l Il;� L\ i.,i:-. 1�.-1i111�;1� is It"I C4 i'c'I`111,.. <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> UA0473 Boral Aggregates\0473.006 Stage 6\Slope Stability\Middle Berm Section-2.5-1 slope.gsz <br />