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<br /> � � ' � � ,, �,'n> ;F �M�UNDdDESIGN�iNORK9HEET
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<br /> uc�'1 � �= y (FOt FIOW ' , ,. , -
<br /> �_���? � ,� , ,� E s up�"tot1200 ��,[d'
<br /> ..'- �5y`1 yri} ,;�' c :.f 1 � � y !�� �r v��Y .�� '
<br /> A. •FLOW ., �.� s�a:�l�. Y �_,,�� vY.,
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<br /> . � r �f� � V4 f �O� � �. ..
<br /> Eshmated ,;;,�,� ���:,�:���]�� � . � _�L,, ��; � °��'R�� � , T y ,
<br /> . .. p�T�1(,(��` i NY�i. ! �ad�i�w �' �'i�1�r��� � � ��. ,
<br /> �r� }� �s k�,�T�+c ,,.''�� ,+r.�:'�,;���`aY. �t> ��`;' , .F.�tl'"ued Sew�se Flo.r.ia cwoos va a>
<br /> or measured.�`-�;��:�,,X 1�5 �,��„ �Y�Y �f �5, �,< < ,.�`�,�f �� � .
<br /> �s r �� �^W ja �q,�,� + ..�=,-.�':`�d '�j„�'�,'� � ��Q'r�;�r, , , o f 5 �'Pa� �'P°Q 'n'Pe m
<br /> B. �7L'�1.. ��`���u�B��i�'�'�� 1�'��r,�r'�!'���„''�����4�}it 'f� yy��r ��n .. . -� ; . '���� .�
<br /> i: v�3�'f' �U'��.�t7K M�+�� p t � �',�t�� .� � �� , ... `:,
<br /> _ TAIVIC�LTQUID;VpL�s k �r�`� �t� ,,� `-
<br /> a /2 SD ��k�»� u, r Sy .,�' t���� ;� us _ iao..
<br /> g�0I18 ��'t a� s` � ' 's � � '� 2�� '.• �
<br /> ,�+� t : � , K�-,� s�, ; , 'a; r�s ark
<br /> � � � �:� , � 4 r �;�f�J'ar�y:tr•Y:!f'}'��'4ikg;:F �� �.J � L�.^r� yr yiZf�S w ., �ff�� �-✓Jy ,' . ' � �sr. :a� � � .,r,Gi
<br /> C. $Q '�,���'���L'"��N^�r y 9f�l�;tt `�i r ;-� 4 r��`� w y •f4 � �t , . 6 i 'SIS �2 n .
<br /> ILS (refertto-site evaluahon) � � r , ` �`�,, ���. �, "8 �oso �oo� ,� ;= r��
<br /> y� '''' +,`� �cieo.�y n�y + .t�.Y .���` ��U,�' /., . . n � .. I� :`6)S�: � � : .IIQ
<br /> 1 .'� :Depth to�estric � � �;fiu�`,, ,,�r;��, *, ,,;:�� % ,� . •�u
<br /> 2. �"De ��"" '� ,;�;��,,ttng;layer�=��4 F. �!inches�����'�� �fee , . s� ' �`
<br /> e-
<br /> t •a.i.; P�'hok Gp�dtk�(io
<br /> �;. , p ,¢of �rcolahon�tests „� �;-�,,`/2�"��,'�t '`" � + , a�,.� ,
<br /> «�� �, �� ;, , � � ` :
<br /> 3 � ' ;Textur`e �; '� �,,,,�.,���.� ,z " �nches�;:� �� " :;Numberof '�
<br /> =Percolahon rate�����; ,� 9 :�� •"`'°;,°"",�q;"° c.;�,�e�,�,,��n
<br /> 4. Land slope��t ';, ,o� � ,� --��L=mpi , , �� �ry. ���a;��,u
<br /> �r °� ' ,� �
<br /> 1 `''��'��7'�r.," � �"} . � ,7 or 4 1� 1 I23 �
<br /> D. R .:,,�����.,;,, , ,,.. '`'¢' •� 7 8or91` 2� �
<br /> K LAYEIZQDIMENSI N �
<br /> 1 ��Mu.lh '13"�`floiv'�'`r" �:��, :���r{, :�.: j,, ,:,K ;t ,-., ,
<br /> At �
<br /> P.�Y � ate�by�0 83'to obtain Y, `" � > .
<br /> F' �
<br /> 2. - � .���;��� F`��l��gpd X�ps83�Sq�.reqtured,area,of rock layer. A x 0.83 -
<br /> � � a
<br /> ,Select width�oflrock,�laYer�(niaz;10�� ��/�a�'�:����sq ''ft �� , .
<br /> 3.- `L.en ,t* �-f�,ti ,�-. �, ,�r.i"! �.a•�. .{ .�^<,120 mpi�maxr5) _° . . � , �
<br /> gth of rock la �.� � _ � -;'
<br /> 2 ,�F , _ Yerr-area:+wicith'": ti:�„�.. � ���.�,�� � .
<br /> �+S7��y��t �� � ��l�t± � • ,. H �4 ~ [� a �. .a'oa
<br /> � . a � � F �
<br /> �1;�f u s:. "��.�ft: ��.b�a,;�acC�,,o .
<br /> � t,,,;}t '�'`,' " ' '. , . . . . �f.o�a4, ..j��p:.:..:a: . ° .
<br /> � �
<br /> . �, ri f��t � � '�P�
<br /> ��� ? l4•
<br /> 21x�y'� �' � .i . , . r YY 1��;�'� '�`� �} r'• �� - .
<br /> ... 4 ,�ry,i k 1. ' � .,t ,�i l� �'� �1�
<br /> h �
<br /> E. ROCK�VOI. �` s '� <120mpi <10' �Length`.��;� ��
<br /> '�� �,� , >120mpi <S'
<br /> 1 '�` Multi 1 '�`rock`area by'rock depth;to get cubic�feet
<br /> p y;�,��f¢� � ,. of rock; ,.
<br /> 2. � r#�k � � ` �����_�c u:f t. �Sq. ft. x ,o S .
<br /> Divi de ��t by,27 cu,: ft:jcu. ': " -
<br /> ;,* � yd. to get cubic.yards•
<br /> 3. �Multi 1 ` '� ` ,�`-�cu.-ft. +'27-��.cu.��yd. � •
<br /> p y cubic yards by:1,4_to"get wei ht of rock in tons;��u. d.
<br /> ,
<br /> �f 4;'r�%_k ton/cu.Yd• _.�tons. r y x 1.4
<br /> <<:,, ������,�� . ,
<br /> . f� �€�&1f���� .�.;,,t f; .
<br /> . . .. . . . . . ,, . .
<br /> �` ' . .x;k...�.•MMs;.....'.�. - � . . .
<br /> 1. ABS4KPTION��yyIDTH�� , ;: , . '
<br /> . :- ,
<br /> .. .: - , ,
<br /> ,. ..Percolation rafe in top,12 inches�of soil is 30 'm 1 �'``��`°`P"°°`�''a�s
<br /> STexture , ,�,:,;� �s�w. _�f.
<br /> '``�ee«, ` P �aw�w��� .� • �� �' '
<br /> , �1 � _ Niuuwper lncn :soi�re:tum G'Jl°°': Raco atAE+avoo. `
<br /> ' 7�t�'�'t . . (MPf) Padar Pa_ . .widri m Rock,. r,:
<br /> . � >,•t � `:s9ura foa L+Yi*Width '..
<br /> 2-- Select allo�,�,able soii�loading rate from table• F'�``�an0�' �a"°s�°° .
<br /> , . o.i w s _ s„b i.m t oo �
<br /> �,�,.,� , , o.i�os �es+oa �.zo ioo
<br /> ' � ,' • O � �d/ft= 6�o is S � 0.6o xoo
<br /> , . � 16 w 30 �, 0 60 i.32 ,
<br /> ; � ;'.' • 31 w 45 Silt l.o�m 0.50 '�'.
<br /> 3:, Calcul a t e a d s o ` '�b 60 ��r�
<br /> r p t�o n w i d t h ra tio bY rock la er 6 0�°�'0 a� o.4 s «b,
<br /> divid1ng Y si,,,,��,,,�,o a,Y o.z� s.00
<br /> r o.2o e.00
<br /> loading rate of 120 gpd/� by allow ble soil loadin rate•
<br /> �` � -.��.1.20 gpd/ft�+ . �4 �d/ft� _ g .
<br /> �• Multiply adsorption�,�,idth raho by rock layer width t
<br /> required'adsorption--width; . o get .
<br /> .S �
<br /> � �� �c: . . �O . .
<br /> . -�,,. �;;, 9r :��X ft=�Q.ft
<br />
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