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5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW <br /> A. Enter Dispersal Media: <br /> B. Enter the Component: Length: C�ft Width:��ft Depth:��ft <br /> C. Number of Components per Row=Bed Length divided by tomponent Length (Round up) <br /> C� ft � C� ft= ��components/row <br /> D. Actuat Bed Length =Number of Components/row X Component Length: <br /> ��components X ��ft = �ft <br /> E. Number of Rows=Bed Width divided by Component Width (Round up) <br /> C� ft: �� ft= �� rows Adjust wtdth so this is an whole number. <br /> F. Total Number of Components= Number of Components per Row X Number of Rows <br /> C� X C� _ ��components <br /> 6. MOUND SIZING <br /> A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift <br /> 3.0 ft • 1.5 ft = 1.5 ft Design Sand Lift (optional): ��ft <br /> B. Catculate Upslope Neight: Clean Sand Lift +media depth+cover(1 ft.)=Upstope Height <br /> 1.5 ft + 0.5 ft + 1.0 ft= 3.0 ft <br /> C. Select Upstope Berm Multiptier(based on land stope): 2.94 <br /> Land Siope 9'0 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 Upslope Berm Width: Muttiptier X Upstope Mound Height =Upslope Berm Width <br /> 2.94 ft X 3.0 ft = 9.0 ft <br /> E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope = 100= Drop(ft) <br /> 10.0 ft X 9.0 % : 100= 0.90 ft <br /> F. Calculate Downstope Mound Height: Upslope Height + Drop in Etevation =Downstope Height <br /> 3.0 ft + 0.90 ft = 3.9 ft <br /> G. Setect Downslope Berm Muttiplier(based on tand stope): 5.13 <br /> Land Slope�0 0 1 2 3 4 S 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 4.29 4.48 4.69 <br /> Berm Ratio 4:1 4.00 4.17 4.35 4.54 4.76 5.� 5.26 5.56 5.$8 6.25 6.67 7'.14 7.69 <br /> H. Catculate Downstope Berm Width: Multiplier X Downslope Height =Downstope Berm Width <br /> 5.13 x 3.9 ft = 20.0 ft <br /> I. Calcutate Minimum Berm to Cover Absorption Area: Downslope Absorption Width+4 feet <br /> 10.0 ft +�_J ft = 14.0 ft <br /> J. Design Downstope Berm=greater of 4H and 41: 20.0 ft <br /> K. Select Endslope Berm Muttiplier: 3.00 (usua(iy 3.0 or 4.0) <br /> L. Catculate Endslope Berm X Downslope Mound Height =Endslope Berm Width <br /> 3.00 ft X 3.9 ft = 12.0 ft <br /> M. Catculate Mound Width: Upstope Berm Width+ Bed Width;Downslope Berm Width <br /> 9.0 ft + 10.0 ft + 20.0 ft = 39.0 ft <br /> N. Calcutate Mound Length: fndslope Berm Width + Bed Length + Endstope Berm Width <br /> 12.0 ft + 63.0 ft + 12.0 ft = 87.0 ft <br />