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. ' � r <br /> :4. MOUND SIZING <br /> � <br /> A. Calculate Glean Sa�d Lift: 3 feet minus Depth tc Limiting Condition (1.C)=tlecn Sand Lift ('1 ft minimum) <br /> 3.0 ft - 1.5 ft = 1.5 ft Design 5and Lift(optionat): <br /> B. Gatculate Upslcpe Neight:Clenn Sand Lift (4.A) +media depth (1 ft.)+cnver (1 ft.)=Upslope Heiqht <br /> : 1.5 ft + 1.0 ft + 1.0 ft= 3.5 ft <br /> 6a�:SiooalM+�6e�Ta�e <br /> tpslapP 3d 3.OD 141 2.ii 2.� s.�a zc� z.0 2.es Z•a 2.�s z.�� z.�s z2� Z�� z.�a i.o� s.as z.� �.00 �.� +.ss e.sa a.� �.as t.s� �.� <br /> IBxm Redio <br /> ! <br /> j 3:1 S.OD 7.09 3.19 3.70 3.1� 3.53 366 3.l0 3.l5 411 4.29�B 4b9 4.95 5.IA 5.55 5J6 6.2.: 663 T.�q T.47 7.93 E.I2 �43 9.ib 70.02 <br /> Bifm RaNO <br /> � <br /> ' �. Select U�Iope&rm Multiplier <br /> i <br /> {based on land slope): 3.44 {figure D-34) <br /> D. Calcutate Upslope Berm Width:Muttiplier (4.C)X tlpslope M�und Neight (4.6)�Upslope Berm�dth <br /> 3.44 ft X 3.5 ft = 12.fl ft <br /> �E. Galcutate Drap in Elevation Under Bed:Bed Y15dth {2.8) X Land Slope (1.D)+100=Drnp (ft) <br /> 10.0 ft X 9.0 % + 100= 0.90 ft <br /> j F. Galculate Downslope Maund Nefght:Upslope Height (4.6)+Drop in Elevaticn (4.E}@ Downslope Height � <br /> � 3.5 #t + 0.90 ft = 4.4 . .ft .. ... : . <br /> ' -G:-Select.Downsfope.Becm:Mutiipfier _ __ _ <br /> 3.40 {figure D-34j . _ __ <br /> , (based on tand stope)c_._ . , <br /> H. Calculate Downslope Berm Width:Muttip(ier (4.G)X Dcwnslope Height {4.�=Downslape Berm`WSdth <br /> � 3.40 . x 4.4. ft = 15.0 ft <br /> L Galculate Mirrimum Berm to Cover Absorption Area:Downslope Absor�non 1h�idth (3.6 or 3.C)+�ft.�=ft . <br /> ' 10.0 ft ;� �t = 14.0 tt . <br /> ; J, Design Dcwnslope Berm =greater of 4H and 41: 15.0 ft <br /> K. Select Endslcpe Benn MultiRlier: 3.07 . (uwalty 3.0 or 4.0) <br /> L. Galculate Endslope Berm (4.K)X Downstope Mound Height (4.F)=Endslope Berm 1hSdth <br /> 3.07 ft X 4.4 ft = 13.5 ft <br /> M.Calculate Hbund Width: Upslcpe Berm �dth(4.D) +Bed�dth (2.6)+Downslope Berm Vltidth (4.J)=f# <br /> 12.0 ft + 10.0 ft + 15.0 ft = 37.0 ft <br /> N. Galcutate Mound Lengtt�:Endsiope Berm Width (4.L)+Bed Length (2.C)+Ends[ope Bemi�dth (4.L)=ft <br /> 13.5 ft + 57.0 ft + 13.5 ft = � 84.0 ft <br /> 0. if usirtg a registered product, enter the Component Length: C�in• T 12 ft. <br /> P. If using a registered product, enter the Component IhSdth: �_�in. s 12 ft. <br /> i Q,Number of Gomponents per Row=Bed Lenqth {Z.C)divided by Component Length (4.0) (Round up) <br /> 1 . 57 T l�� _ � .. <br /> R. Number of Rows =Bed V►Rdth (2.8)dfvided by Component�dth i4.P) (R�und up) <br /> Adjust Gontour Loading Rate on Design Summary page until this number is a whole number <br /> � T �� <br /> i <br /> S, Total Number of ComponenLs =Number af Components per Row X Number of Rows <br /> � X � <br /> ;. <br /> i <br />