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�S�P �ou�d Design Worksheet <br /> _ .i _..;SiTI- <br /> ... .. . .-. >1 I Slope _ _ �, _ <br /> �_ �.� <br /> 1. SYSrEM SfZiNG: Project ID: v 12_08.D6 <br /> A. Desigr Ftow: 375 {GPD _ T,Q��,� I)(� <br /> B. Soii Loading Rcte: ��-�5 GPD;ft` �=�l� c�TES CF ^E'cRa�.fN�NG B "f�•: S���F'' ti.:,P.E� <br /> .^.N,7:,35Q^nPT:t,N R:,iIDS USiN�cER�OLx G'+�TES+: <br /> C. DQpth to Limiting Condition: � '.7 �;l �'PT.'.me'(+C L C YtrTi!?�"'Ec'�' <br /> I <br /> "'_� <br /> D. Percent Land Sfope: j `3.0 �,:-_'r"t, "`,s `` � . <br /> ?erco�a`�_�f:ate '�.� <br /> (x ..,�.,. :.re�iead.n <a��ad�n- <br /> h <br /> � � Face � ���� `� Fate � � ��;e� <br /> E. Design Media Lcading Rate: �GPD/ft` �,,,;r; F""' , �r;� 3 ° <br /> �---, -_--�— <br /> F. Mound Abs�rpLion Ratio{Table IXa}: { 2.6C � - � - <br /> G_Design Contour Loadrng Rate: �.0 GPDJft � ` f ' ' � <br /> -- - t.6 <br /> �-. S � _ <br /> ,_-- --___ ___ _-—--- - --- <br /> � � _� - .. <br /> $ � � ' __ _{ :_ . � =- <br /> ��. � G15 =5 i.6 �.� <br /> 'Svstems with these vaiues are r,ot Type t svs2em5. Cortour loading Rate(linear <br /> laading rate)is a recosrrnended vatue. <br /> 2. DISPERSAL ME�J(A 51[fNG <br /> A. CdE�V(dCe Req�ired Dispersc(8ed Area:Qesign Ffotiv i1.Aj:Qssign h��dia Load=n.e Rate (1.E;=ft2 <br /> lr"a ta�ger d�spersat media area !� GPD: '.2a GPDlftj = 313 `ft- <br /> i5 Ct�51�?�,er.ter size: �-��i� <br /> � �� <br /> B. Catcutate Dispers�t Bed Wideh:Contour Looding Rat2 (1-GI ��PSlgR h4edia Locdang Rate (1_E) =Bed Width <br /> � <br /> ._... ;t� .- 7.2 gpd/ft` = i0 ft <br /> C. Calcutate Oispersaf Bed Length: Dispersa:Bed��ea ;2.A) :Bed Width l2.B;= 8ed Lensth <br /> 3;3 ;�` _ �—�ft = ;� 32 �ft <br /> Q. �nter Disperwt Media: j R�ck � <br /> E. If using a register�d�ro�'uct, enter the Cornponent Leng:h: �in: 12 = ��ft <br /> �. <br /> F. If using a registered product,enter the Com.porent Width: f ��n : 12 = � ft <br /> � <br /> G. Number o�Compor.ents per Row =Bed Cen3£h (2.C1 divided 'ay Component Length (4.J) (Round up1 <br /> �� ft : �—� ft= ��comGonents/row <br /> H. Number�`�ev�s = 8ed 4Vidth (2.3�div;deti by Component Width ;4.K) tiRound upf <br /> Adjus[Contcur�ccdi��g Rate ort Design Summary,�age untit this number is o whofs num6er. Note:CLR o;14.8�otlff resutts in 9 foot wide bed. <br /> i —�i fi: �� ft= � i rows <br /> �. Totai Number oj Ccmp�nents =Number of Ccmpcnents��Rcw X NdlmbB?'of ROws <br /> �—� <br /> � � X �� _ ��componencs <br />