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<br />~.~ <br />Vertically Exaggerated <br />1H:2V II <br />tooo <br /> s5o - <br /> soo = FS=1 <br />.13 <br /> FS=1.0 <br />9 _ <br /> 850 _ ~ <br /> / <br />- Crest EI. 8810 <br />- fl. <br /> 80 ---- <br /> 0 .. <br /> - \~ <br />' <br /> <br />o <br />750 <br />~- <br />Tailing Sands <br />~~ 4 .~ <br />h'. ~ <br />~ ~~ <br />~ 700 ~- Tailing Slimes 4y `~ <br />a , <br />7V \ ~~ <br />-_ Starter Dike <br />' <br />~ <br />m <br />~ <br />650 - <br />~` , <br />~, / <br />~ ~~~ <br />~ ~ ~, <br /> <br />600 <br />-- -- <br />----. ...------ ~ _ i , <br /> <br /> 550 - Foundation <br /> 500 - -_..-- --'--- --...- - --- ----- ~ -- ~ - - ..--'--- ------ ----- <br />- ------ ~- <br />- <br /> -~ - --- <br />-- -- <br /> Bed Rock (impermeable) <br /> 450 <br /> <br /> 1200 1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 3800 <br /> Horizontal Distance (feet) <br /> LEGEND <br /> F$ ThonrPTirPI Fir}~~ ~f C~fph~ en~inct <br /> ...~ ..y....,, <br /> slope instability. <br />Project No. Henderson Tailing Dam Existing Dam Height Post-Seismic <br />6800044618 Stability Following PMP Event Figure <br />URS Greiner Woodward Clyde ~ <br />eero.caf.:uw nnovr ~.Nn.i.. <br />