Laserfiche WebLink
I~ <br />r <br />I <br />i <br />.~ <br />r <br />1 <br />ELEV. <br />IFT) <br />1-8550 <br />8540 <br />8530 <br />8545' <br />2 <br />e, ~~ <br />O <br />1 h8510 <br />CROSS SECTION A-A' <br />STRENGTH PROPERTIES <br />POND BOTTOM <br />MATERIAL DESCRIPTION tl (PCF) O'(DEG) C'(PSF) <br />1Q EMBANKMENT FILL 120 35° 0 <br />O2 NATURAL GROUND 110 33° 0 <br />STABILITY RESULTS <br /> FOS <br /> <br />CASE <br /> A B <br />STATIC 1.5 1.7 <br />PSUEDOSTATIC 11 13 <br />a s 0.15g <br />ELEV <br />(FT) <br />6550 <br />8540 <br />8530 <br />8520 <br />8 510 <br />NOTE: <br />Factors of Safety (FOS) Calculated By Computer <br />Program PC STABL4. <br />~~T No- ~ FIGURE D.7.6-1 <br />14702 <br />°''vE PROCESS POND <br />srse <br />SiEFFEI~I ROBERTSON i KIRSiEN (U.S~, INC EMBANKMENT STABILITY <br />aEVIS~oN Consulting Engineers ANALYSIS <br />0 <br />