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•c�. DOWNSLOPE BERM WIDTH ���- c��n�• <br /> 1. If landslope is 1% or more, , ' <br /> subtract rock layer width from adsorption width �� . � 4.- -:� .'� ;` r"T.�.�. <br /> '' � Rock t. ,«_:« .: .r�:_•.... <br /> to obtain minimum downslope berm toe a�;ns.�,a � . ' Q. ;a�.�..•�::`..+: <br /> � ft -� ft =_/,C1 feet ahudSol! �.� . ... 6.T°�°'i <br /> s��- <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at �P�'o��nd�, �m � <br /> upslope edge of rock layer: ' � <br /> Separation 3' -�� ft = 1, � feet �'d�' ', n Width : <br /> b. Add depth of clean sand For separaHon (Za) <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; , - <br /> �� ft + lft + lft =��L2 feet <br /> c. Enter table with landslope and u slo e berm '���`'�� �`�� � � . : � . . <br /> �Up pe W[dth <br /> � 3 - � <.�� .�� ::.: _, <br /> ratio. Select berm multiplier of '���~� � �-�-� ��.�� � " � � �'�� '" ' �. - . <br /> � '�Up I Width�: po�e,S?eiQ.; Rock Bed �a.t?a,��i�;�. ,:Upsl pe wdth ; <br /> �.o• 6-..��'at � <br /> d. Multiply berm multiplier by upslope mound �:'_..�� .n;;o��, v„ �dth �Q_jC:�a���P� �.,�� <br /> height to find upslope berm width: '���'' ; � . t°4�0p�`�p p ,�a�•a`:b'`:�a' � • <br /> 3,33 x 3�2 =�L feet i� � . �� . � �. . �. �. � �� . � . . <br /> S �"•.�' ?(''i1•.4:;�_�t <br /> e. Multiply rock layer width by ' �,:t : :,.�.. :`..:.��..�;;�: � � . . <br /> �"' _-. r�r�. .� . . �OWitl�OP!�d' � ' ' ' <br /> landslope to determine drop in elevation; - ab� tlon Wld`� � <br /> /D °/ 100 = ,:,r �� ,� , � � . <br /> x-� �+ . 'S feet - � .,.�'::.:,.r,i �� , ��- t <br /> l: � . : � <br /> .. �.,1.:.••?:,.r.r.�ri...1LCl�S��hf.p :.��''r� r .' f.. - � - <br /> f. Add depth of clean sand for slope roel�, ' <br /> difference (2e)at downslope edge, to <br /> the mound height at the upslope edge <br /> of rock layer(Zd) to find the downslope height; � <br /> �� � + - .� ft = 3, 7 feet <br /> g. Enter table with landslope and downslope berm ratio. Select � <br /> berm multiplier of__ S DC <br /> h. MulHply berm multiplier by downslope mound height to get gE�SLOPEMU[.TIPI.IERS <br /> downslope berm width: <br /> S,00 x�__ /g feet L,oa DOWNSLOPE ��pB <br /> i. Compare the values of step G.1� � �mvtlPu«�r�.•�� berm mdtlplkrs for�arious <br /> Ia 7. berm slope ntias becro slope radas <br /> and Step G.2h /$" <br /> Select the greater of the two values as the +• <br /> downslope berm width; / feet o �.0 4.o s.o e.o �.o s.o a.o s.o b.o, �.o a.0 <br /> j. Total mound width is the sum of � �•� 4•�� s.a6 6.J8 �ss �.s� s.as aa6 s.� � e.s. �.a, <br /> upslope berm (G.2d) '- �.i9 4as s.s6 b.az a.�� zss �.�o a:s+ S.)6 b.ia b.�� <br /> width plus rock layer width (D.2) � ).30 ..sa s.as �.az 8.86 z.�s - 3.s� d.�s s.oa s.�9 �..�� <br /> plus downslope berm width(G.2i); �' 3.�i 4.76 b.0 �.s9 9.n i.�a 3.as .�.i� �.aa s..�e �.ue <br /> �.�ft +�Q_ft+ S 3.33 S�. 0�6.67 8.57 10.77 2.61� �.00 1.62 5.19 3.71 <br /> _�� _ �_feet 6 �.66 3.26 7.14 9J8 12.07 2.54 �.23 3.83 1.41 a.93 5.�1 <br /> k. T'otal mound length is the sum of upslo pe > >.so s.s6 7.69 io.3a i3.» �.�a 3.i z 3.�0 �.x� �.�o �.�z <br /> berm width (G.2d) plus rock layer length (D.3) g J.95 s.ss sa3 �i.sa �s.9� z.az s.o� 3.s� a.os a.ay �.r � <br /> plus upslope berm width (G.2d); 9 �+.ii b.:s 9.09 i�.oe is.9z 2J6 �.� �.ls 3.90 a.�o a.o� � <br /> � Et �'�_ Et +_L tt - �feet �0 a.29 6.67 10.00 I3.00 23.33 3.31 ?.86 3.33 i.75 ;.13 i».t ; <br /> II 1.1a 7.14 II.II I'7.65 30.43 2.26 2.78 J.23 ).61 3.95 1:e � <br /> t2 i.69 7.69 12.30 21.4) 43.73 IZl Z.70 3.12 3.19 3.80 1�� ! <br /> Final D im esions. :The produet of the muluplier uid the height tesulu irt the ho�zonnl disunce to wherc�he <br /> rm mau�he aisinal lond slope E.x�mple:Na¢�t u uppa edge of rock larer i�3A fee�.nxk <br /> '' q X c� (/ ayer is 10(eet wida,land dope ls 69G ud berm tlipe�atio is 4:1.Upflope benp wtdth�f J._3� <br /> l5 � .0.9.7 f�hd`ht u lowe�ed�s ot eock layer u 3.0+10 z 0.6�3.6 R and dowmlops be�n w� <br /> �5.26 x 3.6.18.9 R <br />