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5. DISTRIBUTIQN MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW <br /> A. Enter Dispersat 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 �ft = �ft <br /> E. Number of Rows = Bed Width divided by Component Width (Round up) <br /> � ft : � ft= � rows Adjust width so this is an whole number. <br /> F. Total Number of Components = Number of Components per Row X Number of Rows <br /> � X � _ �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 Desi�n Sand Lift (optional): �ft <br /> B. Calcutate Upslope Height: C(ean Sand Lift + media depth +cover (1 ft.) = Upslope Height <br /> 1.5 ft + 1.0 ft + 1.0 ft = 3.5 ft <br /> C. Select Upslope Berm Multiplier (based on land slope): Z.86 <br /> Land Slope 9b 0 1 2 3 a 5 6 7 8 9 10 11 12 <br /> Upsiope Berm 3:1 3.00 2.91 2.S3 2.75 2.6S 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 2.73 2.70 <br /> D. Catculate Upslope Berm Width: Multiplier X Upstope Mound Height = Upslope Berm Width <br /> Z.86 ft X 3.5 ft = 10.0 ft <br /> E. Catculate Drop in Etevation Under Bed: i3ed Width X Land Slope : 100= Drop (ft) <br /> 10.0 ft X 10.0 % = 100= 1.00 ft <br /> F. Calculate Downslope Mound Neight: Upslope Hei�ht + Drop in Elevation = Downslope Height <br /> 3.5 ft + 1.00 ft = 4.5 ft <br /> G. Select Downslope Berm Multiplier (based on tand slope): 5.48 <br /> Lard Slope°0 0 1 2 3 4 5 6 7 8 9 10 11 12 <br /> Do�vnsloF�e 3:1 3.00 3.09 3.19 330 3.41 3.53 3.66 3.30 3.95 4.11 �.29 4..?3 4.69 <br /> Berm Rat'o 4:1 4.00 4.17 4.35 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.1%+ 7.69 <br /> H. Calcutate Downslope Berm Width: Multiplier X Downslope Height = Downslope Berm Width <br /> 5.48 x 4.5 ft = 24.7 ft <br /> I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 10.0 ft +��ft = 14.0 ft <br /> J. Design Downslope Berm = greater of 4H and 41: 24.7 ft <br /> K. Setect Endslope Berm Multiplier: 3.OQ (usua(ly 3.0 or 4.0) <br /> L. Calculate Endslope Berm X Downslope Mound Height =Endslope Berm Width <br /> 3.00 ft X 4.5 ft = 13.5 ft <br /> M. Calculate Mound Width: Upstope Berm Width + Bed Width + Downslope Berm Width <br /> 10.0 ft + 10.0 ft + 24.7 ft = 44.7 ft <br /> N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width <br /> 13.5 ft + 36.0 ft + 13.5 ft = 63.0 ft <br />