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5. DISTRIBUTION MEDIA: REGI57ERED TREATMENT PRODUCTS: CHAMBERS AND EZF�OW <br /> A, Enter Dispersal 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. Actual Bed Length = Number of Components/row X Component Length: <br /> ��components X C�ft = �ft <br /> E. Number of Rows = Bed Width divided by Component Width (Round up) <br /> � ft- � ft= � rows Adjust width so this is on whofe number. <br /> F. Total Numb�mponent�r of Components per Row X Number of Rows <br /> X ��components <br /> 6. MOUND SIZING ~"`��''-�- <br /> A. Calcutate Minimum Clean Sa Lift: 3 feet minus Dep to Limiting Condition =Clean Sand Lift <br /> 3.0 ft - 1.0 f = 2.0 f Design Sand Lift (optional): ��ft <br /> B. Calculate Upslope Height: C an Sa�d L� dia depth +cover(1 ft.) =Upslope Height <br /> 2.0 ft + 1.0 ft + q, ,1,.0 ft= 4.0 ft <br /> C. Select Upslope Berm Multiplier(based on land slope): 3.70 <br /> Land Slope% 0 1 2 3 4 S 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: Multiplier X Upstope Mound Height =Upslope Berm Width <br /> 3.70 ft X 4.0 ft = 15.0 ft <br /> E. Calcutate Drop in Elevation Under Bed: Bed Width X Land Slope s 100=Drop(ft) <br /> 10.0 ft X 6.0 % = 100= 0.60 ft <br /> F. Calculate Downslope Mound Height: Upslope Height+ Drop in Elevation = Downstope Height <br /> 4.0 ft + 0.60 ft = 4.6 ft <br /> G. Select Downslope Berm Multiplier(based on land stope): 5.26 <br /> Land Slope% 0 1 2 3 4 5 6 7 8 9 10 11 12 <br /> Dowr.slope 3:1 3.00 3.09 3.19 330 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 5.00 5.26 5.56 5.88 6.25 6.67 7.14 7.69 <br /> H. Calculate Downslope Berm Width: Multiplier X Downslope Height =Downstope Berm Width <br /> 5.26 x 4.6 ft = 25.0 ft <br /> 1. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 17.0 ft +�ft = 21.0 ft <br /> �__I <br /> J. Design Downslope Berm=greater of 4H and 41: 25.0 ft <br /> K. Setect Endslope Berm Multiplier: 3.00 (usuoily 3.0 or 4.0) <br /> L. Calculate Endslope Berm X Downslope Mound Height =Endslope Berm Width <br /> 3.00 ft X 4.6 ft = 14.0 ft <br /> M. Calculate Mound Width: Upslope Berm Width + Bed Width + poWnslope Berm Width <br /> 15.0 ft + 10.0 ft + 25.0 ft = 50.0 ft <br /> N. Calcutate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width <br /> 14.0 ft + 63.0 ft + 14.0 ft = 91.0 ft <br />