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TABLE 2 <br /> FINAL COVER SLOPE STABILITY (30 FOOT HIGH SLOPE AT 3.5:1) <br /> FORWARD LANDFILL FINAL COVER <br /> Shear Strencith Parameters S Parameters Toe Parameters Computed Forces/Unit Width Sol[Cohesion ne lected FACTOR <br /> Soil interface Slope Slope Soil Sb a Cover Soil Thickness Wedge Driving Resisting Resisting Assigned Allowable OF <br /> Sat. Int. Passive Friction Ratio Inclin. Thickness Vert. Slope Total Ave. Fail, Soil Toe Soil force Safety Tensile SAFETY <br /> Unit Friction rit.Fallurc Angie(1)(H:1V) Ht. Length Length Load Wedge Interface Tensile Factor Strength <br /> WL Angle Angle I Friction Demand <br /> Z a d, H, L,=H., dT d,= 2/3 d D.SIN a = Rw= RF= For FS 1.5;RT= TA=T"/ FS=(Rw+RI <br /> yad,LsSIN( ) T L.=dT/SIN�� a T. Sfa <br /> y,d,L„COS�,iTan� y,d,L,COSaTanS 1.5"D,-R„-Rr SFA +TA)!D, <br /> Pcf) (de ) (deg) (deg) (ft) (deg) ft (ft) R ft (ft) (it) (#/ft) (#/ft) #/ft) (#!ft #/ft) #Jft <br /> 30 FOOT HIGH SLOPE AT 3.5:1(HORIZOI <br /> NTAL I O VERTICAL) <br /> INTERFACE BETWEEN FINALANTERIM COVER AND MSW. <br /> 120 1 30 1 30 30 3.5 15.95 4 25 91.0 4 1.3 8.00 12000 624.0 24246.8 -6870.8 0.0 1.5 0 2.07 <br /> sal cohesion= 0 psf <br /> Notes: <br /> INTERFACE FRICTION=MINIMUM FRICTION VALUE BETWEEN FINAIJINTERIM COVER OR MSW LAYER. <br /> COHESION IS NEGLECTED FOR CONSERVATISM <br /> Conditions: <br /> 30 FOOT HIGH SLOPE AT 3.5:1(HORIZONTAL TO VERTICAL) <br /> Cover Profile <br /> FRICTION COHESION <br /> 3 FEET OF FINAL COVER 34 100 LS <br /> 1 FOOT OF INTERIM COVER 34 100 <br /> MSW 30 200 r <br /> Min.value 30 100 d, <br /> Toe We <br /> T OF FINAL+V EXISTING INTERIM COVER <br /> Rw <br /> Rf Lw Idt <br /> MS <br /> Il)we(1'.bk 34e.erc.k F,mn,6-»413-ISF <br /> Page 1 of 2 <br /> � 1 <br />