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r <br /> Appendix A : Cell 2 Capacity Calculations <br /> r <br /> Assumed Parameters <br /> r <br /> Landfill Name <br /> Contact Person <br /> Address <br /> Tel . No . <br /> Base Length (a ) = ft <br /> Base Width ( b ) = ft <br /> r Average Daily waste to Landfill = ton <br /> SlopeLaodrn ( h/v) = 33 . 33% 3 <br /> Top Width( d ) = 200 ft <br /> M SlopeAccessRoad( h/v )= 8 .00% 12 . 5 <br /> (Access Road + Swale) width (w) = 29 ft <br /> Landfill Height ( H ) =( b-d )/(2'SlopeLa„tlno)= 145.40 ft <br /> M Top Length ( c) = a-6h= 468 . 093267 ft <br /> Base area(AB)= axb= 1 ,437 ,480 ft` <br /> Top Area(AT)=cxd= 93,619 ft` <br /> M Average Cross-Section(AAINAB+AT )/2= 765, 549 ft` <br /> Gross Volume(VG)=AAvxH= 111 , 307 ,436 ft3 <br /> Access Road Volume(VRD)=SlopeRoad( H2)(w/2 )= 3 , 831 , 599 ft' <br /> M Net Volume(Vr,)=Vc-V,,= 107 ,475,837 ft' <br /> Net Volume(V,,)= 3,980 ,587 yd3 <br /> Lift Height ( 1 )= 10 ft <br /> r Intermediate CoverThickness( ic )= 1 ft <br /> Number of Lifts = 13 , 22 <br /> Nunber of Inter. Cover Layer ( N )= 13 <br /> r Percent intermediate cover=Nxic/H = 8 ,94% <br /> In place density= 1300 b/yd3 <br /> Volume of Daily Waste= 26792 . 3077 ft3 <br /> Width of working face= 100 ft <br /> M Partial Triangle volume= 7500 ft3 <br /> Triangle Height= 10 ft <br /> Slope Length = 31 . 62 ft <br /> M Triangle surface area= 3162 . 28 ft2 <br /> Full Triangul Volume = 7500 ft3 <br /> Triangle Height= 10 ft <br /> on Slope Length= 31 .62 ft <br /> Triangle surface area= 3162 . 28 ft2 <br /> Square volume= 19292 . 3077 ft3 <br /> r Square length= 19. 2923077 ft <br /> Square Surface Area= 1929 . 23077 ft2 <br /> Exposed Waste Surface Area= 5091 . 51 ft2 <br /> Thickness of Daily Cover= 6.00 in <br /> r Volume of daily cover= 2545 . 75 ft3 <br /> Percent volume of Daily Cover= 8 , 68% <br /> Percent volume of Cover ( Daily+ Intermediate)= 17 . 62% <br /> r Available Capacity (volume)= 3 ,279 , 269 yd' <br /> Available Capacity ( Weight)= 2 , 131 , 525 tons <br /> r <br />