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s <br /> Color � Name <br /> 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 /> 1 <br /> Sand &Gravel 122 0 36 115 1 <br /> t <br /> 3 <br /> I <br /> i <br /> t <br /> I <br /> j{t <br /> 1t <br /> 3 4,890 S <br /> -N 2.07 <br /> 20 n--—►I <br /> 1 4,885 <br /> y 4,880 <br /> _ -----------------------------------------" <br /> C 4,875 <br /> O <br /> @ 4,870 <br /> _N <br /> W 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 w 100 <br /> Distance(ft) <br /> D F E R I° A D L, 'I Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> Berm Section - 3:1 South Slope (North Slope) - Sand 11 C <br /> '�A.'.u�r i'•:,: ur;-�.•-, i ;esl �� t�.i+tc�l;nit,ii Lr;,•islrrrir; , <br /> TDB No. 0473.006.00 DATE 06/28/2018 <br /> UA0473 Boral Aggregates\0473.006 Stage 6\Slope Stability\Middle Berm Section-3-1 slope-with sand layer through.gsz <br />