Laserfiche WebLink
5. DISTRIBUTION ME4lA: REGISTEREQ 7REATMENT PRODUCTS: CHAMBERS AND EZFLOW <br /> A. Enter Dispersat 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 ' � f t = �components/row <br /> D. Actuat Bed Length = Number of Components/row X Component Length: <br /> �components X ��ft = C�ft <br /> E. Number of Rows= Bed Width divided by tompanent Width (Round up1 <br /> � ft = C� ft = �� rows AdjusC width so this is an who(e number. <br /> F. Total Number of Components = Number of Components per Row X Number of Rows <br /> � X [� - Qcomponents <br /> 6. MOUNO SIZING <br /> A. Calculate Minimum Clean Sand Lift: 3 feet minus Depth to Limiting Condition =Ctean Sand Lift <br /> 3.0 ft - 1.2 ft = 1.8 ft Design Sand Lift (optional►: C�f[ <br /> 8. Calculate Upslope HeighG Clean Sand Lift � media depth + cover (1 ft.) = Upstope Height <br /> t.8 ft t 0.5 ft + 1.0 ft = 3.3 ft <br /> C. Select Upslope Berm Multiplier (based on tand slope): 2.94 <br /> land Slope°10 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.�2 2.36 2.31 2.26 2.21 <br /> Raiio 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: Multiptier X Upslope Mound Height = Upstope Berm Width <br /> 2.94 ft X 3.3 ft = 10.0 ft <br /> E. Cakutate Drop in Elevation Under Bed: Bed Width X Land Slope = 100 = Drop (ft) <br /> 10.0 ft X 9.0 � : 100= 0.90 ft <br /> F. Catcutate Downslope Mound Height: Upslope Height + Orop in Elevatian = Oownslope Height <br /> 3.3 ft + 0.90 ft = 4.2 ft <br /> G. Select Downslope Berm Muttiptier (based on land slope): 5.18 <br /> Land Siope�0 0 1 2 3 4 5 6 7 8 9 10 11 12 <br /> Downsiope 3�1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 <br /> Berm Ratio 4:I A.00 A.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. Caltulate Downslope Berm Width: Multiplier X Downstope Height = Downslope Berm Width <br /> 5.18 x 4.2 ft = 21.9 ft <br /> f. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet <br /> 16.0 ft +�ft = 20.0 ft <br /> J. Desi�n Oownstope Berm =greater of 4H and 41: 22.0 ft <br /> K. SetecL Endstope 6erm Multiplier: 3.�0 (usualty 3.0 or 4.0) <br /> C. Calculate Endslope Berm X Downstope Mound Height = Endstope Berm Width <br /> 3.00 ft X 4.2 ft = 13.0 ft <br /> M. Caltulate Mound Width: Upslope Berm Width + ged Width + Downslope Berm Width <br /> 10.0 ft + 10.0 ft � 2z.0 ft = 42.0 ft <br /> N. Calcutate Mound Length: Endslope Berm Width + Bed Length + Endstope Berm Width <br /> 13.0 ft + 50.0 ft + 13.0 ft = 76.0 ft <br />