Laserfiche WebLink
Color Name Unit Cohesion l Phi Constant Unit Piezometric <br /> Weight (psf) (°) Wt.Above Line <br /> (pcf) Water Table <br /> — L (Pcf) <br /> -- <br /> ■ Bedrock Fresh 124 500 21 1115 1 <br /> ■ Embankment Fill 130 50 _ 26 120 — 1 _ -- <br /> i Sand &Gravel 122 0 36 115 1 <br /> 1 <br /> 4,890 -N S <br /> 1.67 <br /> N 20ft ►� � <br /> 4,885 <br /> 4,880 - <br /> ------------------------------------------ <br /> C 4,875 - <br /> O <br /> .@ 4,870 <br /> N <br /> w 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 /> D F; E R E A U I I Boral Aggregates - Stage 6 Berm FIGURE NO. <br /> CONSULTANTS, Berm Section - 2.5:1 South Slope - Sand 9A <br /> JOB NO. 0473.006.00 DATE 06/28/2018 <br /> W0473 Boral Aggregates\0473.006 Stage 6\,Slope StabilityWliddle Berm Section-2.5-1 slope-with sand.gsz <br />