Laserfiche WebLink
• �� , �/h'I e�/'� �P � .G S� <br /> • MOUND DESIGN WORKSHI�:I 1 <br /> (F��r I�l������ u�, t�, 1?(IU },��c1) <br /> r7 — —_ __—__-- <br /> I---n--E�I .��1^� -- — �---�—��------ -- �, f wmarrd Stwagc flows�n(iallun��x�da�. <br /> pr �i .-------- -�-�7----_.. <br /> ��.�t������c���i Q U _ _--- — <br /> (�r�� Numba ITypt I Tyrc[1 i Typc 111 TyPc <br /> c�r measured ------ x 1.5 - _ _-- �'-pci '}s�`��n � rv <br /> _ � � <br /> � - -- ----- �--- <br /> I : � zzs i so � <br /> f� SI:PTIC 7�ANK LIQUII_) V(�I.UM�:S ' '�" 10° � `''� �` <br /> i a t�oo i�s :5� °il� <br /> p� � S 7x) ax� � zva i <br /> p�G✓��C/�—___ �allons � � � voo s25 � ,�z ' ��x� <br /> inx� I EOo � a7o t[;. <br /> � i zIX) j 675 � �(}8 � rIt <br /> I i.��iu,m�u <br /> �_�_ �C)lL� refer to sitr evaluati<�r1) � <br /> • � ----- ------=------ <br /> � , <K T.� .�xi�� .�.�, <br /> 1 D�pth to restnctin�; layer = -� -- inches -� .-�_ fE�et �yw��,�k,,. <br /> ?. DPpt�l (�f PE'ICOl�lfl()Tl tC'�tS = � Z— -- v��•�,�,��� wn��,Y,.o�,��„e tW„a�c.�ry.,,v� �„u,m:��w.� <br /> 5 ���i�t�� HNn.�m� (��pac��y guAag<iLSP+t� I�hins�h <br /> 1 - '•+4st 15p 1125 IS00 <br /> 3. Texture ��2Y"� I ercolatron rate __7_--L� nlp� ',.,. �� �� :o«, <br /> 1���h 1 S00 _'2S0 )000 <br /> 4. Land slope .�` % �.K•,�� ��, �� � <br /> ll. ROCK LAYER DIMENSIONS <br /> l. Multiply flow rate by 0.83 to obtain required area of rock layer: A x 0.83 = <br /> � gpd x 0.83 sq_ ft_/gpd =�� Sq. �_ <br /> 2. Select width of rock layer (max 10' if <120 mpi max 5') _ /� ft. <br /> 3. Length of rock layer = area =width = ,o oo, oe <br /> .-a� � oaa, o 00 o e �o 0 <br /> D <br /> �� sq. ft. - �_ ft. _�_ ft �°S�°o�D�D.�o ot�° o <br /> doPaoo:a�e �A <br /> °-be�ae-o0n��n� ip� -� <br /> WldLLl //� T7 Qo-oa��o�s+ s'flO��O�pOD �D s� eD a <br /> _L.�_i� <br /> <120mpi <10' �ngth � � � ft� <br /> E. ROCK VOLUME >120mpi <5' <br /> �� l. Multiply rock area by rock depth to get cubic ft>et of rock; 5� sq. ft. x �, <br /> ft. _� cu_ ft. <br /> 2_ Divide cu_ ft. by 27 cu. ft_/cu. yd. to get cubic yards; <br /> 5� cu. ft. = 27 = /�•�_ yd- <br /> 3. Multiply cubic yards by 1.4 to get weight of rock in tons; ��yd. x 1.4 <br /> ton/cu. yd. o?_� tons. <br /> F. ABSORPTION WIDTH n�o�000 wam s�T�bie <br /> l. I�E'_ICO1dt10Il I"dte 17l t0�7 l� lI1C�lE'_S �f SO11 1S ���TT1�71 F�rro:anooR���n Gall�, Ranoolqbs«poo� <br /> 'T'eXture_1��M _ M�nuta per Inch Soil 7czcurc po day po w�dth to Rock <br /> (MPI) squarc forn lavct Widtt� <br /> Fiutr thao 0.1 Coatic Sand 1?G 1 00 <br /> 2. Select allowable soil loading rate troizl table; o��o; F�a'�,d odo �o <br /> � b�o I S S�ndy l.<>un 0 79 I SZ <br /> gpd/fr' 16io30 ��, o� ��, <br /> 31�0 4S Slc l..oazn 0 SO 2 1p <br /> 4A�0 60 Clay Loam 0 45 2 67 <br /> 60 to 120 Cl�y 0?a 5 W <br /> .,- Cal�ulatf> a<jsc�r�>t;�>n ���i<�tll rat��� h�� �ji���c�int; r�,� !� 1::��c�� s,�����ar.��o <��� �,�� ��x, I <br /> I � <br /> l��aciin� rate of 12O �;pd/ft2 h�� all��wable soil 1�>adin�; rate; <br /> l 20 �;��d/f t=._ C�_•6 gPd/ft� __ � �j -- -- <br /> I �� '��lulti�,l�' �3�1:,��i��t�<��� „ i��th t.�ti�� 1���� ���� 1. L��'��� �-,�i�itl; t�� ti,��t <br /> �� r�i���uirE>d ads<�r��tiun w��ith, <br /> �-- � _1� f t -- �� t t <br />