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S. DISTRIBUTION MEDUI:REGISTERED TREATMENT PRODUCTS:CMAAABERS AND EZFLOW <br /> A. Er►ter Dispersat Media: <br /> B. Enter the Componenc Len <br /> 8�� ft Enter the Canpcnent Width: �ft <br /> C. Number of Components per Row=ged�ng����by Component L.en <br /> � ft `(�'"''� .e gth(Round uP) <br /> l____�,J ft= �Componentslrow <br /> D. Actuat Bed Length-Number of Components/row X Component Len�ih: <br /> �c°mponents X �ft = �ft <br /> E. Nurr�ber of Raws=Bed Width divided b�r Component Width(Round uP) <br /> � ft t �� ft. �raws AdJust wldth so thls!s an whole rt�nber. <br /> F. Totai Num��po���s��af����r�x Number of Rows <br /> X � ' �comportents <br /> �.�J <br /> 6. MOUND SIZING <br /> A. Calculate Minimum Ctean Sand Lift: 3 feet minua Depth to Limft�g C��n =�lean Sand Lift <br /> 3.0 ft - t.5 ft = 1.5 ft Desi�Sand Lift(optionat): �ft <br /> 8. Cakulate UPslope Mei�hC Ctean Sand Lift +media depth�crnrer(1 ft.)s UPslope Height <br /> 1.5 ft + 0.$ ft + 1.0 ft= 3.3 ft <br /> C. Select Upsl�e 8erm l�uitiptier ibased on tand stope): 2.55 <br /> t�nd Slope% 0 1 2 3 4 5 6 7 8 9 10 Il 12 <br /> Upslope Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 236 2.31 Z26 2.21 <br /> Ratio 4:1 4.00 �.85 3:,7p 337 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 <br /> D. Catcutate Upslope Bern�HHdth:AAultlptier X Upstope Mcund Height =Upslope Berm Width <br /> 2.55 ft X 3.3 ft = 8.3 ft <br /> E. Cattulate Drop in Elevacion Under Bed: Bed Vyidth X Land Stope+100=Or�(ft) <br /> 10.0 ft X 14.0 � + 100= 1.40 ft <br /> F. Calcuiate Downslope Mound Hei�t:Upstope Height+Drop in Elevation =Dowrul Hei ht <br /> � 6 <br /> 3.3 ft + 1.40 ft = 4J ft <br /> G. Select Downslope 8erm Muliiptier(based on land slope): 7.08 <br /> �� % � 1 2 3 4 S 6 7 8 9 10 li 12 <br /> �ownslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 <br /> eerrn Rstto 4:1 4.00 4.27 435 4.54 4.75 5.00 5.26 5.56 5.88 5.25 6.ST 7.14 7.69 <br /> H. Calculate Downstope Berm Width:Multipiier X Dovmslope Neight =Qownstope gern�Wid� � <br /> �•� x 4.7 ft = 32.9 ft <br /> i. Calcutate Minimum Berm to Cover Absorption,s,re�; ���q��t��+4 feet <br /> 16.0 ft *�ft � 20.0 ft <br /> �-------- <br /> �• DesiSn Downslope Berm=greater of 4H and 41: 32.9 ft <br /> K• Setect Endslope Berm Muttiplier. 3� <br /> (us�alty 3.0 w 4.0) <br /> L. Calculate Endstope germ X pownstope M��Height �Endslope germ yVidth <br /> 3•� ft X 4.7 ft = 14.0 ft � <br /> M.Cakutate Nb�nd Wfdth: Upst�e Berm yVidth+ged yy{�+ <br /> Downslope Berm Width <br /> 8.3 ft ; 10.0 ft + 32.9 ft = 5f.2 ft <br /> N. Calcutate Mound Length: Ex�ds(ope germ yyidth ,ged��gth +Endstope Berm Vyidth � <br /> 14.0 ft + 63.0 ft + 14.0 !t = 90.9 ft <br />