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' S. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS:CHAMBERS AND EZFLOW <br /> A. Enter Dispersa!Media: <br /> B. Enter the Component Length: ��ft Enter the Component Width: �ft <br /> C. Number of Components per Row=Bed Length divided by Component Length (Round up) <br /> � ft : � ft= �components/row <br /> D. Actuat Bed length =Number of Componentslrow X Component Length: <br /> �components X �ft = �ft <br /> E. Number of Rows=Bed Width divided by Component Width(Round up) <br /> � ft ' � ft= C� �ows Adjust width so this is an who(e number. <br /> F. Totat Number of Components=Number of Components per Row X Number of Rows <br /> � X � _ �components <br /> b. MOUND SIZING <br /> A. Calcutate Minimum Ciean Sand Lift: 3 feet minus Depth to Limiting tondirion =Clean Sand Lift <br /> 3.0 ft - 1 J ft = 1.3 #t Design Sand L.ift{optionat): ��ft <br /> 6. Calcutate Upstope Height: Clean Sand Lift +media depth +cover(1 ft.)=Upstope Height <br /> 1.3 ft + 1.0 ft + 1.0 ft= 3.3 ft <br /> C. Setect Upstope Berm Multiptier(based on land slope): 3.03 <br /> Land Slope% 0 1 2 3 4 5 6 7 8 9 10 11 12 <br /> Upslope Berm 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 /> Ratio 4:1 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. Calculate Upstope Berm Width:Muttiptier X Upslope Mound Height = Upslope Berm Width <br /> 3.03 ft X 3.3 ft = 10.0 ft <br /> E. Catcutate Drop in Elevation Under Bed: Bed Width X Land Slope= 100=Drop(ft) <br /> 10.0 ft X 8.0 % : 100= 0.80 ft <br /> F. Catculate Downslope Mound Height: Upsiope Height+Drop in Elevation =Downslope Height <br /> 3.3 ft + 0.80 ft = 4.1 ft <br /> G. Select Downslope Berm Multiptier(based on land slope): 3.95 <br /> Land S1ope% 0 i 2 3 4 5 6 7 8 9 10 11 12 <br /> Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 �3.29 4.48 4.69 <br /> Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 <br /> H. Catculate Downslope 8erm Width: Muttiptier X Downstope Height =Downslope Berm Width <br /> 3.95 x 4.1 ft = 16.3 ft <br /> I. Catculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 10.0 ft +�ft = 14.0 ft <br /> J. Design Downstope Berm=greater of 4H and 41: 17.0 ft <br /> K. Setect Endslope Berm Muttiptier: 3.00 (usual(y 3.0 or 4.0) <br /> L. Calcutate Endslope Berm X Downslope Mound Height =Endslope Berm Width <br /> 3.00 ft X 4.1 ft = 13.0 ft <br /> M. Calculate Mound Width: Upstope Berm Width + Bed Width + Downslope Berm Width <br /> 10.0 ft + i0.0 ft + 17.0 ft = 37.0 ft <br /> N. Calcutate Mound Length: Endstope Berm Width + Bed Length + Ends{ope Berm Width <br /> 13.0 ft + 63.0 ft + 13.0 ft = 89.0 ft <br />