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r Color Name - T- - -I o , -- <br /> Unit Cohesion Phi Constant Unit Piezometrlc <br /> Weight (psf) O 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 /> u Sand &Gravel L122 0 34 115 1 <br /> - --- ----- - -- - — — -- ---- -- -- - <br /> I <br /> { <br /> 4,890 —� S <br /> I 1.95 <br /> N----20 ft------� <br /> 4,885 <br /> s <br /> 4,880 — <br /> ————-- ---------- -< <br /> C 4,875 <br /> j 4,870 <br /> - <br /> w 4,865 — <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 /> 6 <br /> i <br /> - B r - FIGURE N0. <br /> D E R I, & r� U I -� o al Aggregates Stage 6 Berm <br /> CC31SISULTANTS, INC. Berm Section - 3:1 South Slope - No Sand 1 0A <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> 11:\0473 Boral Aggregates\0473.006 Stage 6\Slope StabilityMiddle Berm Section-3-1 slope.gsz <br />