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G. DOWNSLOPE BERM WIDTH sio�:4�•� �-`> �, co��r�� <br /> 1. If landslope is 1% or more, <br /> subtract rock layer width from adsorption width ,_ '.`� ��: �;�° 9 �: <br /> ' ' .. C xock r ,o 00 ` <br /> to obtain minimum downslope berm toe ��_� - c�e�,s�,d . <br /> 6"Topsoil_ <br /> ��ft -_.1_p ft = �feet a�soil '' • <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at U�lope wdth Downslo�e Width <br /> 1D <br /> upslope edge of rock layer: ���d� Absorpti�n�dth <br /> Separation 3' - a.o+ ft = /, 0 feet <br /> b. Add depth of clean sand for separation (2a) <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 /> J,v ft + lft+ 1ft = 3- v feet ,� � <br /> c. Enter table with landslope and upslo�e berm . ups��w�a�n . <br /> ratio. Select berm multiplier of �•`�s -` _ < <br /> Upsl pe�dth doo e;>on�;Rock Bed ?o.aov:b o� n :Upslope Width <br /> d. Multiply berm multiplier by upslope mound , �Z �� �-d:�a� w�,a�, �,^�sep�epD)A s ---�-1�- <br /> f b,traop4o a <. <br /> �7 Qa q n`9 a`4°a a p au�su•n��e'aoS D i <br /> heig h t to fi n d ups l o p e b e r m w i d t h: `` ' o p 6 a '� <br /> � �� x - -�feet � <br /> e. Multiply rock layer width by 3 � <br /> landslo e to determine dro in elevation; F -: Downslope wdth�_ � <br /> P P Absorption�dth i • <br /> � x '`� %= 100 = � `' feet : . ;. .;: , <br /> , - : :.. :: . : <br /> f. Add depth of clean sand for slope To�l�n�n io�r <br /> difference (2e)at downslope edge, to <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> � ft + -� ft= 3-�' feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of ` I � '� �� <br /> h. Multiply berm multiplier by downslope mound height to get <br /> downslope berm width: <br /> �� � ; x �� '�__ _ ;' � feet BERM SLOPE MUL'TIPLIERS <br /> i. Compare the values of step G.1 ! '' <br /> and Step G.�YI � �t' Land DOWNSLOPE UPSLOPE <br /> Slope berm maltlpliers tor variout berm multlplfas for various <br /> Select the greater of the two values as the +o% ������� �5����e� <br /> downslope berm width; 1 ';? feet <br /> j. Total mound width is the sum of � a� 5� � � 4 5 ' � <br /> 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> upslope berm (G.ZC�� � 3.09 4.1� 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 <br /> width plus rock layer width (D.2� Z 3.19 435 5.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90 <br /> plus downslope berm width(G.21�; 3 3.30 4.54 5.88 732 8.86 2.75 3.57 4.35 5.08 5.79 6.45 <br /> ! ;�> ft +,�_ft + �_ft = � �) feet 4 3.41 4.76 6.25 �.s9 9.r_ z.6a 3.as a.i� a.sa s.a6 b.o� <br /> k. Total mound length is the sum of upslope 5 3.53 5.00 6.67 8.57 l0.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> berm width (G.2d) plus rock layer length (D.3) 6 3.66 s.26 �.,a 938 ,Z.o� z.sa 3.23 3.ss a.a� 4.93 s.4� <br /> plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 <br /> ,�U {t -�- � S ft + �,Q_ft - "� �� feet 8 3.95 5.88 833 1I.54 15.91 2.42 3.03 3.57 4.05 4.49 4.88 <br /> �� }. r� S ,� � .� �rJ �� 9 4.l 1 6.25 9.09 I3.04 I8.92 2.36 2.94 3.45 3.90 4.30 4.65 <br /> ,�,�� 10 4.29 6.67 10.00 I5.00 2333 2.31 2.86 3.33 3.75 4.12 4.44 <br /> Fina1 Dimensions. I1 4.48 7.14 ll.11 17.65 30.43 2.26 2.�8 3.23 3.61 3.95 4.26 <br /> 12 4.69 7.69 I2.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 <br /> ;� � X /o � ���. <br />