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TABLE 3 <br /> FINAL COVER SLOPE STABILITY (36 FOOT HIGH SLOPE AT 3.6:1) <br /> FORWARD LANDFILL FINAL COVER <br /> Shear Strength Parameters Sb Parameters Toe Parameters Computed Forces/Unit Width Soil Cohesion lected FACTOR <br /> Soil Int Slope Slope Soil Sb a Cover Soil Thickness Wedge DrivingResistingResisting 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 riL Failure Anglo(1)(HAV) Ht. Length Length Load Wedge Interface Tensile Factor Strength <br /> Wt. Angle Angle Friction Demand <br /> OM-45 «' <br /> S Z a d. H, 4=H"j dT d, ( )= 213 dT L„=dT/SIN� D.- R.- RF= For FS 1.5;RT= T„ Sfa TA=T./ FS=(R„+R, <br /> y` SIN a «` y d,L6SINa y d,L_COS0mTan0 y d,L,COSaTanS 1.5'D,-R„-R, SFA +TA)/D, <br /> (P (de ) (d ( (ft (deg) (it) ft (ft) ft (ft) (ft) (#/ft) (#/ft) (#/ft) (#/ft) #/ft <br /> 36 FOOT HIGH SLOPE AT 3.6:1(HORIZONTAL IO VERTICAL) <br /> INTERFACE BETWEEN FINALnNTERIM COVER AND MSW. <br /> 120 j 30 1 30 1 30 3.6 15.52 4 25 93.5 4 1.3 8.00 12000 624.0 24939.5 -7563.5 1 0.0 1.5 1 0 2.13 <br /> sal cohesion- 0 psf <br /> Notes: <br /> INTERFACE FRICTION-MINIMUM FRICTION VALUE BETWEEN FINAL/INTERIM COVER OR MSW LAYER. <br /> COHESION IS NEGLECTED FOR CONSERVATISM <br /> Conditions: <br /> 36 FOOT HIGH SLOPE AT 3.6:1(HORIZONTAL TO VERTICAL) <br /> Cover Profile <br /> FRICTION COHESION <br /> 3 FEET OF FINAL COVER 34 100 Bench LS <br /> 1 FOOT OF INTERIM COVER 34 100 <br /> MSW 3300 200 <br /> Min.value 30 100 d, <br /> Toe Wedge <br /> 3'OF FINAL+1'EXISTING INTERIM COVER <br /> Rw <br /> Rf Lw Idt <br /> MS�z <br /> a <br /> Page 1 of 2 <br /> 1 <br />