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4. MOUND 5fLING � L,C� �- u� ./r,Z,,�•' <br /> A. Calculate C1e�an Sand Uf[: 3 feet minus Depth ta Limiting C�� <br /> 3.0 f[ - 2.1 ft = 1.0 ft �rsign Sand lift(optional): 1.25 <br /> B, CalculaGe Upslope Nel3ht: Clean Sanrl Lrft (4_A�+medio de,�th (1 ft.) *cover (1 ft.)=flpslope He(ght <br /> q.3 {t + �,Q f[ + 1.0 ft= � 3.3 ft <br /> 7•ji•yln;�•-5'.. �,II: i dSlf _ � � <br /> � Land Slope`,,'�,ii � o i 7 ; 9�i'c f �r�� I_11?_i 1 ta1 i5 !i6 L-` ''�..; i"_ ,n �i , tl ; ii � �.� �, <br /> I.1�_._- It �r� 51'•dL +i -i. tl� �1=:�� �3:,'=:1��="___ •�: -���' 'S�?05�._94� �i;Ci � ;• __:-.I.. .._ -1 ! id�� .� �,�.�'1 <br /> �,F, ' � `, -' ' 1-'- Fi`,• �`_-__i '��ei 'T_�� _!.l t C' ' _ 'I 1 C 1 �t 1' t <br /> .�r:if,F! i_7 ��i.3`_��.?J� .S-i3.J5�.J: i�f>I. :� ;j`.4�. �? �= GS 2.41 i :,S �2. 4 .2: .I � _l. l i i.i� <br /> • UnaSiepe` � P � i� �� 7 � ,�_h I , � ) � N 9_ ti�� I1 I :1 I] '!,a j_�5 �.lo i il I IS � 1'� i_IO � 11 ; 12 � 2; � G�_ 2�� � <br /> j _�L"'if1S��i?-' ,�iji il? - i35; 3,E:�iEtl °ii. �,- .I'-:i_.6S _oai� _ii.�S�i.L?i5.�_�5� i -�_� - ! .i�l �2i`5: ';i �. i;;�r;i <br /> � ?n�l);T.: 1'',.i`: - ���•�g�:.>d 'c���ll�5(I,ii55'i°o��5.)i�4S�j-1;',i.'r,i �� ;�0.5?�5'�;'�ip,�p,y��71."v'%��2.-i1(! 1;''!- =al�t)=r��-_i�:� <br /> G Selett Upslope Berm Muftlpiler <br /> (based an land slope): 3.33 (ftgure[-34) <br /> D. Calcutate Upsivpe 8erm Wldth:M�a(tiplier (4.C)X L1ps[ope Mound Helghc (4.B)e Upsfope 8erm VYydth <br /> 3,33 �c x� 3.3 ft = 10.8 ft <br /> E. Catcutate Arop in Eleva�Clon tlnder�ed� �w;acn {z.B) X,.ond S(ape (1.D)r 100=UroD (ft) <br /> 14.0 ft x C 5.0 � : ioa= 0.50 ft <br /> F, Calcutate Dowr�slope Mrwnd Helght: Upsfope Neight (4.B)i pro�in E(evatlon (4.E)a Dawr�slope He�ght <br /> 3.� fc +� 0.50 �t = 3.8 ft <br /> � Setect ppwnstape 9erm Muitlptler <br /> (based on tand SLOpe1: 5.QU (figure I 1-3A} <br /> H, CdlC1J�8te�pwns�bp�BCIIYt 1Mld[h:MUIL7p�iBr (4.G)X DOwrM,tope Nelght (4.��Uv�vr►siope 9erm Wid!'h <br /> 5.00 x � 3.8 ft = �8.6 ft <br /> 1. CalCulate AUMmum 8erm to Cover��hsorption Area:Downs ope Abwrption Wrdth (3.8 or 3.C)�4 ft. a ft <br /> i7.Q n * C� ft = 21.0 tt <br /> J. Aesigrr Dawr�slape 9arm =3reat�n�f�H and 41; [ 21.0 ft <br /> K, Select Endslape eerm M�►ltiptier: 4.OQ (usually 3.0 or 4.0) <br /> L Calculate fi�siope 8erm {4.K)X pa�wns(ope M+ound Height {4.FJ=Endslape 9erm WiAth <br /> 4.04 ft x[ 3.8 fc - 15.0 ft <br /> M, Cdl[ulate Mound IM1fidth: llpsfppe B��rn7 W9dth(4.D);Bed w i[1th (2.�}+pnw�tslope Bernt IN9dth {4.J)=ft <br /> ��D.B ft * 10,� ft + Z1.(� ft = 41.8 ft <br /> N. Celalate�nd Le�rtgth: Endstape Aetm M�idth (4.L) + Bed tengti� (2.C)+�dstope Berm Wrdth (4.L)=ft <br /> �5.� � + �� � ft � �s.o s� _ �3.a n <br /> 0. If using a registered p��, �ter the Component Length: �in. : 72 ft. <br /> p. If usfng a r+egistered product, enter the Cvmponerrt Width: ��in. : 12 ft. <br /> Q. 1�umber of Components per Row =B�d Len�fh (2.C)dividE�d by C�mponent Length {4.0) (Rou�d up) <br /> 6� _ �� � �� <br /> R. Number of k�s =Bed Wldth (Z.B;)divided kry Compor►errt 11�dth (4.P) (Rarnd up) <br /> Adjust Contaur L.oading Rate on De�sign Summary page unti this number is a whole number <br /> � s �� �� <br /> � 5. Totaf 1Jumber nf Components =Nermber of Comp�onenis pa�r R�v X Number of Rnws <br /> I <br /> C� X �� � �� � � ar <br />