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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 ft Depth: 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 <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 - ft = ft Design Sand Lift (optional): ft <br />B.Calculate Upslope Height: Clean Sand Lift + media depth + cover (1 ft.) = Upslope Height <br />ft + 0.8 ft + ft = ft <br />C.Select Upslope Berm Multiplier (based on land slope): <br />D. Calculate Upslope Berm Width: Multiplier X Upslope Mound Height = Upslope Berm Width <br />ft X ft = ft <br />E.Calculate Drop in Elevation Under Bed: Bed Width X Land Slope ÷ 100 = Drop (ft) <br />ft X ft <br />F.Calculate Downslope Mound Height: Upslope Height + Drop in Elevation = Downslope Height <br />ft + ft = ft <br />G.Select Downslope Berm Multiplier (based on land slope): <br />H.Calculate Downslope Berm Width: Multiplier X Downslope Height = Downslope Berm Width <br />xft =ft <br />I.Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width + 4 feet <br />ft + ft = ft <br />J.Design Downslope Berm = greater of 4H and 4I: ft <br />K.Select Endslope Berm Multiplier:(usually 3.0 or 4.0) <br />L.Calculate Endslope Berm X Downslope Mound Height = Endslope Berm Width <br />ft X ft = ft <br />M.Calculate Mound Width: Upslope Berm Width + Bed Width + Downslope Berm Width <br />ft + ft + ft = ft <br />N.Calculate Mound Length: Endslope Berm Width + Bed Length + Endslope Berm Width <br />ft + ft + ft = ft <br />14.6 <br />4.00 <br />8.1 <br />4.00 <br />10.0 <br />22.86.25 <br />14.638.0 <br />8.1 <br />40.922.8 <br />10.0 0.90 <br />6.25 <br />% ÷ 100 = <br />4 <br />67.2 <br />3.7 14.6 <br />15.0 <br />22.8 <br />1.0 <br />9.0 <br />2.94 2.8 <br />2.1 <br />3.7 <br />2.8 <br />2.94 <br />1.0 <br />11.0 <br />0.902.8 <br />3.7 <br />1.0 <br />ft = <br />Width: