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c�.� ����� �.�- ��-�t:�,� u�,r�r��- U,v /S % �j,l� �
<br /> c. powrrsio� a� wr�Tx �� ��,.�.
<br /> �. :f landslope is 1�'a ar cxeon, Y
<br /> subtract :ocic layer x*iCth from adsc�rption wi;th _ . -
<br /> to obtain -`� � � ' � ,•" '��• • ,
<br /> miiiiznum 3cwr lepe berm toe - a�!� ,,o
<br /> �� h _ _� h= � c��,,,_�a,�a . .
<br /> feet ,.,�,�s� e-r�,o�
<br /> 2- Calc�ilate Mu�i.mum meund Siz� i '—~—,--; I
<br /> a. Determu�e dep� vf clean s,and fill at , ���o,o,�Nr�a�, '
<br /> upslope e4ge or rock 2ayer: --- °t""+`+°�""�`'a �
<br /> Sepa.attott 3' -�_ ft = � f�tet A°` ��' '�araa,w;ed�
<br /> ' -�------- �
<br /> b. Add depth of�]ea�t� sanc� for separation (�aj
<br /> ac upslope edge, depth oE mc3c layer (1 foot) to depth af cover
<br /> (1 foot) to fuid the mound height at the upsIope edge of rocic Iayer;
<br /> �� h + 1h + Ift -�_ feet
<br /> :. Enter table with landslope and up���,De berm � ----
<br /> a-at�o. Select berm muItiplier of �! ;;' ; vp�'�wa�, ----- �
<br /> d. Multiply berm rnu] ' lier by upsloFe u-.cund � � �'���w��, �'P�•�•�•, .: �a�e�a
<br /> � ' �''� t width ��:.`�'�: 'Upa;ope w�da, i
<br /> ��t � �,a�P � e.. �a . , .. _ ;�� �„ r:��q�
<br /> ..—�-x r.� Fcet $� t : - - �.w--a- '�;-�;•. ,
<br /> a ! , ., : ,
<br /> e. Muitipiy rock a ath by � - - - � i �;_.. ` _ _ _ ;
<br /> landslope to d�teratine dro in elevation; �° f _ �' 1 �- �J� : : .- - = - �
<br /> --�-_x 1.��'0� 200 = ,� . �"'�"1da� :
<br /> � feat � �orpmn w,aa� . - f
<br /> f. Add depttt of clean sa.-�d far siope l.` - � '_ . - - � _ _ . ' _._1
<br /> diffe.rence (2e)at dow:�slope edge, to T��� --`-
<br /> the mound height at the upslope edge
<br /> of rock layer (7b) td find the dowrulope height;
<br /> --� ft+�.h= �fret
<br /> g. Ent�r t�ble Hrith lanci.s pe and dow-nslope berm ratio. Sele�t
<br /> benr► atultrp�er of N ,
<br /> h, Pdultiply beim �iulti lies by dow�r=lope rr�ound t,ei�„�t to �ef
<br /> dc�wn,slop be .
<br /> 1X �f
<br /> .
<br /> i. Compare the�-�� Step G.I� r- g�esLor��vc.r�c.�sas
<br /> and Step G.7.�►.�,_, �a� ------1
<br /> Srlact the grea_t�:ot the two v�ues as the �� ���� � L'�o�s
<br /> PI+�S�Or rdf�0i E���s fsr��y�j
<br /> downslo;pe bernl �vidth; � feet � ���� a°ro'�°"""°�
<br /> j. Tota1 n-�ouz�d wia�'th ic tha sua� of � �� �.
<br /> .! � , _�1___F._.��
<br /> upslop� �rm {�.2d) � :o d.o �.c �.o �.o �.c ..o s.o d.o �o r.�
<br /> wideh plvs rocIc 1,iyeS width (D-2) � � �x <.:�� s�s a�s �s3 �9i ;.0 ..�a �.ba a.s� �a� �
<br /> � �
<br /> ptus downslo e berm width(G.2i �+ � 3 i� �.�s s.sa a.a� s.�. za> >.�o �..sa 3.� a... 6R, �
<br /> �� , � I
<br /> _...L� � �. �{,��s � � 3 � J 3i �.Sa l.Si 7�2 i.f6 ` 275 3.57 1JS 5 QS 5'9 6 s! �
<br /> k. T a t a l a Z o u n d j�n g t}► i s t h e s u m o f L s lo e < � '<� ��6 a2s -.a� 9,� � z 6 s �.s ..r, a a. s.a o� {
<br /> b�rm widd�t {G.2d) plus rack�a�e,r !p1P P - � 3�� s.a� saT �s� io.r. � zc� u; .� ;� , ,9 s,: �
<br /> plus upslo�e h wi �G.2d � $� �•3) s �� �.0 �:. 9�� izm� zs• �.:3 �.e� a,� ..93 s, (
<br /> �• % � 3 d0 5.56 ;.69 ;C�4 13'3
<br /> � jY +_�+ fF - 7�..�s` ; Iut �tz �70 �n a.�o s.;; �
<br /> - � fett � � s.qs :.os a3� i�sa iy s� f �a2 a os 3.s, .�S ..9 .ai I
<br /> 9 � i.t: 6.25 9.79 t 3.Oa I 8 91 LS6 +9r 3 a S S 90 �
<br /> ��D�"' � 3o a 65 �
<br /> � � 10 3.:9 0.67. .000 �
<br /> FlI'idI �III1�IlS10IlS: I is.00 �3� � �31 ,ae 3 73 �,,s � ,: l� '
<br /> 1 t a.d� i.;t. ;1 !I 1Z6,5 30.13 I � Z7! 3.�3 3.61 J.45 t.26 ;
<br /> �} ��
<br /> � � G1 X �� �, � 1'- '�.E9 '.69 12.5� 2t.13 �3.�5 f ur 2�a �.,� 1.�9 ,�� .;,� �
<br /> �.�,.��
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