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5. DISTRIBtJFtON MEQIA:REGISTERED TREATMENT PRODUCTS:CHAMBERS ANQ QFLOW <br /> A. Enter DiSpersal Media: <br /> B. Enter the Component Len�th; �ft Enter the Component Width: �ft <br /> C. Nttmber of Components per Row=Bed Length divided by Component I.enQth tRaund up) <br /> � tt T�� ft= �companents/row <br /> D. AcWal Bed Lengih�Nurt�ber of Components/row X Ccmponent Length: <br /> �_�components X �ft = �ft <br /> E. Numbet of Rows•Bed Wtdth divided by Component Wtdth(Round upy <br /> r-� f t+ �� f�a �� rows AdJust w(dth so thts is on wfwle numDer. <br /> F. 'fatal Num�ponents��of Con�onents per Raw X Number of Rows <br /> X ` �camponents <br /> b. MOUNA SIZING <br /> A. Calcutate Mfnimum Ctean Sand Lift: 3 feet minus Oepth to Umiting Candition -Clean Sand Uft <br /> 3.0 ft • 7.3 ft = 1.7 ft Design Sand Uft(optional): r�ft <br /> e. talculate Upslope Hetght:Glean Sand Lift t media depth+caver(t ft.}=Upslope Height <br /> 1•7 ft + t,0 ft + t.Q ft= 3.T ft <br /> C. Selett Upslope Berm Multipifer(basrd on(and slope}: 2.31 <br /> l�nd Slope 96 0 1 2 3 4 5 6 7 8 9 10 12 1Z <br /> Upslope 8errn 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 <br /> Ratto 4:i 4.00 3.85 3.70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 <br /> D. Cakulate Upslope 8erm W1dth:Multiplier X Upslope Mound Heigbt �Upsiope Berm Width <br /> 2.31 ft X 3.7 tt = 8.5 ft <br /> E. Calculate Orop in Elevation Under Bed; 8ed W1dth X Land Siope t 1pp•Drop(ft) <br /> 10.0 ft X 10.Q � � 100� 1.00 ft <br /> F. Calculate Downslope Mopnd Height:Upslope Height+Drop tn Elevaib� �Downslope Height <br /> 3•7 ft + l.00 ft = 4.7 ft <br /> G.Setect Oowns{opis Berm Mutt;plier lbased on lnnd slope): 4.24 <br /> La�d Slope 9G 0 2 2 3 4 5 6 7 8 9 10 21 12 <br /> Downstope 3:1 3.00 3.09 3.14 3.30 3.Q2 3.53 3.fi6 3.80 3.95 4.11 4.29 4.48 el.6g <br /> $erm Ratio 4:1 4.00 4,17 4,35 4.54 4.7b 5.00 5.2fi 5.Sb 5.88 6.25 6.67 7.1a 7.59 <br /> H. Calculate Downslope Berm Wickh:Multiptkr X Downslope Height �Downslope Berm Width <br /> 4.29 x 4.7 ft : 20.0 ft <br /> I. Calculate Minimum eerm Eo Cover Absorpiion Area:Downstope Absorption Width+4 feet <br /> 16.0 ft +�fi = 20.0 tt <br /> J. Qesign Downstope Berm=grcater of 4H and 41: 28A ft <br /> K. Select Endsi�e Betm Multipller: 3.00 (t�suolly 3.0 or 4.0) <br /> L. Calculate Endstope&rm X Downslape Mound Netght =Endslope 8erm Vllidth <br /> 3.00 ft X 4.7 ft = 14.0 ft <br /> M.Calcu(ate Marnd Width: Ups4ope Berm Width+Bed Width+Downslope Berm Width <br /> 8.5 ft + 10.0 ft ; 28.9 ft = 47.4 ft <br /> N. Calculate Mound Length: Endstope Berm Width +Bed Length +����genn yyicfth <br /> 14.Q ft + 63.0 ft « i4.0 ft = 91.0 ft <br />