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4. MOUND SUING ,V 1--647- - /C' (,, c')
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<br /> A. Calculate Cle4n Sand Lift:: 3 feet minus Depth to Limiting C 1 - .-•. . • a -4
<br /> 3.0 ft •I 2.1 1 ft - I 1.0 Ift C rsign Sand Lift(optional): 1.25 I
<br /> B. Calculate Upslope Height:Clean sand Lift (4-A)+media de,rth (1 ft.)+cover (1 ft.)=Upslope Height
<br /> I1.3 ] ft +I1.O1 ft • 1.0 _Ift= C 3.3 ft
<br /> 11.;4.`,h.....p.. ;;u' 1431r , I
<br /> rlerid Slope 11 : I o 1 7 :5 1,c I u'I r:1 11 '1 J.14 '.'5 1-5.t _1L+,.(.1'' ,1 111 i lc _ di , C. 11
<br /> _ _ ;1 cl'1•. I:..,. .', a:�I:-:12.:',.::II_7 - • .1.: 'Th :Y,2D' ICI I1'� . '?'• ..5 I ., 1 ;� I;y 1' •%1I -.1
<br /> E. Ur rt ' , 3 -TT J `,-. .°S ,.?1:.5i:1:.!.0 2.1,:.:s 12.?S.2.21; 1E 2 ...:;? :0:i. ,fSi I
<br /> F•'rlrt t ,:I i.3'-(3?J'i.5-�)?�i:3i�i.iel. li? �:- ;��
<br /> LLneslopr 1'`. 1 I ' • ; 7 J 1 . 1 r i 1. I n .
<br /> ti,1 1: I I)-,6 j Ii 1 i I'Yi i') 'r3 IC:,, 20 , 11 *, 21 1:'{ c' :WI
<br /> I ,,1:
<br /> I:("., 'Jr .tfi1:i P.1,-..-:',3 5:' ,
<br /> 3E05 ES: ;--,.I_: -h .,.
<br /> c _ Is ::"15.551 i.Lt !;
<br /> ;5.:-}5 '-1:..,".i:•l•,2;T 5:!i:e'1;
<br /> P.n•11: '1 I''-i:, :I:P...1..)./ 4. :11f'I �%hii 55. ,,,G.?i`55x1~1:�i.tiz1:1a.52iti'>:ili'.i-.1IV.>•1il.i:i:1•1'1: -
<br /> 11: 'J ,.:311'0 ' _
<br /> G Select Upslope perm Multiplier
<br /> (based on land slope): 3.33 (figure t-34)
<br /> D. Calculate Upsfope Berm Width:Multiplier (4.C)X Upslope Mound Height (4.B)in Upslope Berm Width
<br /> I 3.33 ft x[ 3.3 ft = 10.8 ft
<br /> E. Calculate Drop in Elevation Under Bed'tied Width (2.B) X I.ond Slope (1.D)+100=Drop (ft)
<br /> I10.0 I ft x I_ 5.0 % + 100= I 0.50 Jft
<br /> F, Calculate Downslope Mound Height: Upslope Height (4.B)+ Drop in Elevation (4.E)a Downslope Height
<br /> I3.3 I ft +[ 0.50 ft = 3.8 ft
<br /> Select Downslope Berm Multiplier
<br /> G.
<br /> (based on land slope): I 5.00 I(figure 11-34)
<br /> H.Calculate Downstope Berm Width:Multiplier (4.G)X Down lope Height (4.F)■Downslope Berm Width
<br /> .$ ft = 18.8 ft
<br /> 5.00 x 3 •
<br /> I [ � C
<br /> I, Calculate Minimum Berm to Cover Absorption Area:Downs ape Absorption Width (3.B or 3.C)+4 ft.=ft
<br /> 17.0 Ift + [ 4 ft = 21.0 ft
<br /> J. Design Downslope Berm =greater of 4H and 41; [ 21.0 ft
<br /> K. Select Endslope Berm Multiplier: I 4.00 ((usually 3.0 or 4.0)
<br /> L Calculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width
<br /> I 4.00 Ift x[ 3.8 ft . 15.0 ft
<br /> M.Calculate Mound Width: Upslope Berm Width(4.0)+Bed K idth (2.8)+Downslope Berm Width (4.J)=ft
<br /> 10.8 -I ft +I 10 0 I ft + 21.0 ft = 41,8 ft
<br /> N.
<br /> N.Calculate Mound Length: Errdsiope Berm W'Yidth (4.L)+Bea Length (2.C)+Endslope Berm Width (4.1)o ft
<br /> 15.0 ft + 63 0 I ft + 15.0 ft =_ 93.0 ft
<br /> 0. If using a registered product,enter the Component Length: in. -: 11 ft.
<br /> ,
<br /> P. If using a registered product,enter the Component Width: t_ in. + 12 t ft.
<br /> 0. Number of Components per Row =Bed Length (2.C)divide d by Component Length (4.0) (Round up)
<br /> i 63 1 y L_ -
<br /> R. Number of Rows _Bed Width (2.5)divided by Component Width (4.P)(Round up)
<br /> Adjust Contour Loading Rate on Design Summary page untl this number is a whole number
<br /> 1 s. Total Number of Components =Number of Components pr•r Row X Number of Rrmc •
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