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4• MOUND SIZING <br /> A. Calculate Cleon Sand Lift: 3 feet minus Depth to Limiting Condition (1.C)=Cleon Sand Lift (1 ft minimum) <br /> 3.0 ft - 1.0 ft = 2.0 ft <br /> 8. Calculate Upstope Height: Clear SQnd Lift (4.A) +,-nedia depth (1 ft.)+cover (1 ft.j=Upstope Height <br /> 2.0 ft + 1.0 ft + 1.0 ft= 4.0 ft <br /> (r.}4_)I.�Re Mu�r.��6t�'aDlr <br /> � land Slope i. , i� i � 2 9 � a 5 e 1 a y �,i � ii ' i2 , i� � ia �5 � io n � �R i� 2o tt 21 13 1a � 25 � <br /> '� Ih,_1����� i:l�.'.0� 2 yi i.33 i.75j2.6b Z.51 Z.S.�z.ad Z.J_ :.35 ?.31'Z.26 '_=1�?.'?j't.13 a.°9j<'.05 LQ3 i LP�� i."vi� �.SS I.ii� Lif j I.E9 1.8?� i.Ei� <br /> I F::�I��R,;;!�: »:Ij.:.OP 's.35 i.70 >.5?�>.15 3.;3 's.:i 3.12 3.Ui 2.51 2&5�2.78 L10'L6' "1.55 i..td 2.:1 2.?5 2.23 1.1? 2.13 2.G8 2.Oi ,.ya 1.5;: <br /> ��LandSlope����o � 2 � 3 a 5 h 7 8 9 t� fi �2 �3 ia i5 i ib i7 r8 iv ' z6 1I 1I 2; te [5_�': <br /> � � .�:il;i� .. ?:I :L� ��>� � :..{t �5' :55 ?i ' ?' y' i�`.�.• .i3. E._J .6i 7. ;i 7.J7 .ii�3.-I� $.9� i.15 "�;; <br /> � . ] �_�.i . &l� il a._9�..J d 5i�:.YS _J 'S A 1 q � ] i .;. <br /> E�iti1F: � -�:1 �.tK: »'?�_ 5 »�aI.JA��S.ii:� 5.:<15 ' t.c5 E.6;;?.Id ?.5i 3.25 d9_' i.5?��6:1 t0.51 11.67 12.�2".3.1i i3.9Y '.1.A1 E5.E.7 !6.:- 17.1,'� <br /> � Select Ups(ope Berm Mu(tiplier <br /> (based on land slope): 3.00 (figure D-34) <br /> D. Calculate Ups(ope Berm Width: Multiplier (4.C)X Upslope Mound Height (4.6)=Upslope Berm Width <br /> 3.00 ft X 4.0 ft = 12.0 ft <br /> E. Calculate Orop in E(evotion Under Bed: Bed Width (2.B) X Lond Slope (1.D): 100=Drop (ft) <br /> 10.0 ft X 8.00 % = 100= 0.80 ft <br /> F. Calcutate Downslope Mound Height: Ups(ope Height (4.6)+Drop in E(evotion (4.E)=Downs(ope Height <br /> 4.0 ft + 0.80 ft = 4.8 ft <br /> � Select Downslope Berm Multiplier <br /> (based on land slope): 3.95 (figure D-34) <br /> H. Calculate Downs(ope Berm Width:Mu(tipfier (4.G)X Downsiope Height (4.F)=Downslope Berm Width <br /> 3.95 x 4.8 ft = 19.0 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 Downslope Berm =greater of 4H and 41: 19.0 ft <br /> K. Select Ends(ope Berm Multip(ier: 3.00 (usuatly 3.0 or 4.0) <br /> L. Calculate Ends(ope Berm (4.K)X Downs(ope Mound Height (4.F)=Ends(ope Berm Width <br /> 3.00 ft x 4.8 ft = 12.0 ft <br /> M. Calculate Mound Width: Ups(ope Berm Width(4.D)+Bed Width (2.6)+powns(ope Berm Width (4.J)=ft <br /> 12.0 ft + 10.0 ft + 19.0 ft = 41.0 ft <br /> N. Calculate Mound Length: Ends(ope Berm Width (4.L)+Bed Length (2.C)+Ends(ope Berm Width (4.L)=ft <br /> 12.0 ft + 50.0 ft + 12.0 ft = 74.0 ft <br />