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5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW <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 /> C� ft : � ft = �� rows Adjust width so this is an who(e number. <br /> F. Total Numb��mponent��r of Components per Row X Number of Rows <br /> X ��components <br /> b. MOUND SIZING <br /> A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition = Clean Sand Lift <br /> 3.0 ft - 1.8 ft = 1.2 ft Design Sand Lift (optional): ��ft <br /> B. Calculate Upslope Height: Clean Sand Lift + media depth + cover (1 ft.) = Upslope Height <br /> 1.2 ft + 1.0 ft + 1.0 ft = 3.2 ft <br /> C. Select Upslope Berm Multiplier (based on land slope): 3.57 <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 Upslope Mound Height = Upslope Berm Width <br /> 3.57 ft X 3.2 ft = 11.0 ft <br /> E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope : 100 = Drop (ft) <br /> 10.0 ft X 3.0 % = 100 = 0.30 ft <br /> F. Calculate Downslo pe Moun d H e i g h t: U p s l o p e H e i g h t + D r o p i n E l e v a t i o n = D o w n s l o p e H e i g h t <br /> 3.2 ft + 0.30 ft = 3.5 ft <br /> G. Select Downslope Berm Multiplier (based on land slope): 4.54 <br /> Land Slope% 0 1 2 3 4 5 6 7 8 9 10 il 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.Z9 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 /> 4.54 x 3.5 ft = 15.7 ft <br /> I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 16.0 ft +� 4 � ft = 20.0 ft <br /> �- _� <br /> J. Design Downslope Berm = greater of 4H and 41: 20.0 ft <br /> K. Select Endslope Berm Multiptier: 3.00 (usu4((y 3.0 or 4.0) <br /> L. Calculate Endslope Berm X Downslope Mound Height = Endslope Berm Width <br /> 3.00 ft X 3.5 ft = 11.0 ft <br /> M. Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width <br /> 11.0 ft + 10.0 ft + 20.0 ft = 41.0 ft <br /> N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width <br /> 11.0 ft + 50.0 ft + 11.0 ft = 72.0 ft <br />