Laserfiche WebLink
T A B L E 3 <br />• SLUE RIBBON PfINE <br />SECTION A-A <br />SLOPE STABILITY SU`;'L4RY SHEE1 <br />Fill c=374 psf ~=16° ~ =125 pcf <br />Colluvi~T c=446 psf ~=19° )f=128 pcf <br />Rock c=4000 psf Q=33° Y =140 pcf <br />MARGINALLY MINIMU`t CRITICAL MODE <br />CO::DITION STABLE STABLE 'UNSTABLE F.S. ARC WEDCE <br />OPEP.ATIONAL SLOPE <br />BELO'.2 BENCH FILL <br />a. ) l:o Seepage x 0.863 v. <br />b. ) Ldater 4' in <br />Colluvium x 0.863 x <br />c.) Water 4' in Fill x 0.800 x <br />(x)* (0.896)* (x)* <br />RECLAI[•]ED SLOPE <br />BELOId BENCH FILL <br />•a.) No Seepage x 0.954 x <br />b.) IJater 4' in <br />~ Colluvium x 0.938 x <br />c.) Water 4' in Fill x 0.839 x <br />(x)* (0.884)* (x)* <br />RECLAIMED SLOPE <br />ABOVE BENCH FILL <br />1 a.) No Seepage x 1.190 x <br />b.) iJater 4' in <br />Colluvium x 1.122 .. <br />c.) Water 4' in Fill x 1.122 :: <br />(x)* (1.335)* (x)* <br />* Fill strength increased to c=446 f)=19° ~=128 pcE <br />I• <br />1 <br />