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� i, <br /> ' � 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW <br /> A. Enter Dispersal Media: <br /> B. Enter the Component: Length: ��ft Width:�ft Depth:�ft <br /> C. Number of Components per Row= Bed Length divided by Component Length (Round up) <br /> � ft - �� ft= C�components/row <br /> D. Actual 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 /> � ft'•- C� ft= C� rows Adjust width so this 1s an who(e number. <br /> F. Total Numb��mponent�r of Components per Row X Number of Rows <br /> X ��components <br /> 6. MOUND SIZING <br /> A. Calculate Minimum Ctean Sand Lift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift <br /> 3.0 ft - 1.2 ft = 1.8 ft Design Sand Lift (optional): �ft <br /> B. Calculate Upslope Height: Clean Sand Lift + media depth +cover(1 ft.) = Upslope Height <br /> 1.8 ft + 0.5 ft + 1.0 ft= 3.3 ft <br /> C. Select Upslope Berm Multiplier (based on land slope): 2.86 <br /> Land Slope 96 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 2.4Z 2.36 231 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 Upslope Mound Height = Upslope Berm Width <br /> 2.86 ft X 3.3 ft = 9.5 ft <br /> E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope: 100= Drop (ft) <br /> 10.0 ft X 10.0 % = 100= 1.00 ft <br /> F. Calculate Downslope Mound Height: Upslope Height+ Drop in Elevation = Downslope Height <br />. 3.3 ft + 1.00 ft = 4.3 ft <br /> i G. Select Downslope Berm Multiplier (based on land slope): 5.48 <br /> Eand Slope 4�0 0 1 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.ii 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 5.88 6.25 6.67 7.14 7.69 <br /> H. Calculate Downslope Berm Width: Multiplier X Downslope Height = Downslope Berm Width <br /> 5.48 x 4.3 ft = 23.7 ft <br /> I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 16.0 ft +��ft = 20.0 ft <br /> J. Design Downslope Berm =greater of 4H and 41: 23.� ft <br /> K. Select Endslope Berm Multiplier: 3.00 (usua!!y 3.0 or 4.0) <br /> L. Calculate Endslope Berm X Downslope Mound Height = Endslope Berm Width <br /> 3.00 ft X 4.3 ft = 13.0 ft <br /> M. Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width <br /> 9.5 ft + 10.0 ft + 23.7 ft = 43.3 ft <br /> N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width <br /> 13.0 ft + 63.0 ft + 13.0 ft = 89.0 ft <br />