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. 4. MOUND SIZING <br /> A. Catcu(ate Clean Sand Lift: 3 feet minus Depth to Limiting Condition (1.C) =CieQn Sand Lift (1 ft minimum) <br /> 3.0 ft - 2.2 ft = 1.0 ft Design Sand Lift (optional): <br /> B. Catculate Upslope Height: C(ean Sand Lift (4.A) +mediQ depth (1 ft.) +cover (1 ft.)=Ups(ope Herght <br /> 1.0 ft + 1.0 ft + 1.0 ft= 3.0 ft <br /> [i�3a-�iace Alulripiier Table <br /> landSlOpB`� , 0 t Z 3 I d ; 5 6 I 7 � ? � ? t0 �i 12 t3 �a �, t�. 16 i7 18 19 20 21 12 13 24 25, <br /> I I),x(npA 3:1 3.� 2.91'Z.33 1.75 2.5fi�2.El 2.5a 2.a& I.a_�2.35 :.,1 125 2.21 2.i7 �.�31LC9 1.C�5 2.03 j 2.tu� LS) 1.55 I.i's 19+ 1.89 L87 t.85 <br /> ��tfi;=:dCo d:t .t.CO 3.d5 i.7U i.57 3.:15 3.33 ;.23 ?.t2 3.03 2.S.t 2.65 2.78 2.70 2.52 2.55 2.dF. 2..1 2.?5 2.29 2.23 2.t8 2J3 2.Q8 2.03 1.98 t.93 <br /> Land$lope`> 0 i 2 ) 4 j 5 6 7 6 9 10 1 I 12 13 la 15 16 17 18 19 20 21 22 13 14 25 <br /> � GG'r;ri5l�pa ?:t ;.@; ;,C9�i.!9 ;.iQ 3.1I 3.53 i.56 :.Fa; 39;'•;.1.1f -{.29 a.38 a.hv 1.55 >.2J 5.5s S.gB 6.0 6.E3 ?.01 ?.J7 L5; 8.41 8.3? 9.J5 '�.G� <br /> BPin�hd;iC: .-i:l ».Lti� �.17 ».35 ».5� �.?5 S.CO 5.26 5.56 S.C6;6.25 6.67 7.W 7.69 8.25 8.92 9.57 tU.2J 10.5a 11.67 12.»? t3.t3 !J.Si '�1,g2 t5.6? �6.5: 17.J: <br /> � Select Ups(ope Berm Multip(ier <br /> (based on land slope): 3.27 (figure D-34) <br /> D. Calculate Ups(ope Berm Width:Mu(tiplier (4.C)X Upslope Mound Neight (4.B�= Upslope Berm Width <br /> 3.27 ft x 3.0 ft = 9.8 ft <br /> E. Calcutate Drop in Elevation Under Bed: Bed Width (2.B) X Land Stope (1.D): 100=Drop (ft) <br /> 10.0 ft X 2.0 % : 100= 0.20 ft <br /> F. Calculate Downs(ope Mound Height: Upslope Height (4.B) +Drop in E(evotion (4.E)=Downs(ope Height <br /> 3.0 ft + 0.20 ft = 3.2 ft <br /> G Select Downs(ope Berm Mu(tip(ier <br /> (based on tand stope): 4.17 (figure D-34) <br /> H. Calculate Downsiope Berm Width:Mu(tiplier (4.G)X Downs(ope Height (4.F)=Downslope Berm Width <br /> 4.17 x 3.2 ft = 13.3 ft <br /> I. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Width (3.6 or 3.C) +4 ft. =ft <br /> 10.0 ft +� ft = 14.0 ft <br /> J. Design Downs(ope Berm =greater of 4H and 41: 14.0 ft <br /> K. Select Endslope Berm Multiplier: 3.00 (usually 3.0 or 4.0) <br /> L. Calculate Endslope Berm (4.K)X Downs(ope Mound Height (4.F)=Ends(ope Berm Width <br /> 3.00 ft x 3.2 ft = 9.6 ft <br /> M.Calcutate Mound Width: Upslope Berm Width(4.D) +Bed Width (2.B)+Downs(ope Berm Width (4.J) =ft <br /> 9.8 ft + 10.0 ft + 14.0 ft = 33.8 ft <br /> N. Calculate Mound Length: Endslope Berm Width (4.L) +Bed Length (2.C) +Endslope Berm Wrdth (4.L) =ft <br /> 9.6 ft + 50.0 ft + 9.6 ft = 69.2 ft <br /> O. If using a registered product,enter the Component Length: �in. : 12 ft. <br /> P. If using a registered product, enter the Component Width: �in. : 12 ft. <br /> Q. Number of Components per Row =Bed Length (2.C)divided by Component Length (4.0) (Round up) <br /> 50 : �� _ � <br /> R. Number of Rows =Bed Width (2.6)divided by Component Width (4.P) (Round up) <br /> Adjust Contour Loading Rate on Design Summary page until this number is a whole number <br /> � � � <br /> S, Tota(Number of Components =Number of Components per Row X Number of Rows <br /> � X � <br />