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~ ~ l~ i~ ~ ~ l~ ~ ~ l~ ~ ~ ~ ~ ~ ~ lll~ ~ ~ <br /> Vertically Exaggerated <br /> 1 H:2V <br /> 1000 FS=2.07 <br /> FS=1.95 ~~ <br /> 950 <br />~\ <br />- ~ <br /> / <br /> j Crest EI. 8900 ft. <br /> 900 <br /> \\ `~ <br /> 850 ~ . \\ \ <br /> <br />\\ <br />~ \ <br />~\y~~ w <br /> 800 ~ R <br />~ <br />° ~~~ ~ Tailing Sands <br />~ \\ o <br />\ <br />pO 750 \\ ~ <br />~ <br />~ <br />m \ <br />\ \ ~ <br />0 700 Tailing Slimes <br />ay, <br />~ <br />~._ - <br />6 <br />;~ 7 <br />, <br />~~~~ 1 Starlar Dike <br />> 650 ~ ~, ~ ~ <br />L ~` ~otln `tion Drain <br />L <br /> <br /> 600 <br /> 550 Foundation <br /> <br /> 500 <br /> Bed Rock (impermeable) <br /> 450 <br /> <br /> 400 <br /> 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 <br /> Horizontal Distance (feet} <br /> LEGEND <br /> FS Theoretical Factor of Safety against <br /> slope instability. <br /> saoooa4sla Henderson Tailing Dam Ultimate Dam Height Static Undrained Figure <br /> Stability Following PMP Event 11 <br /> URS Greiner Woodward Clyde <br />l900B.GHF MM I6NN1 1 amN~h> <br />