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3. ABSORPTION AREA SIZING <br /> Note:Mound setbacks are measured from the Absorption Area. <br /> A. Calculate Absorption Width:Bed Width (2.6)X Mound Absorption Ratio (1.F)=Absorption Width <br /> 10.0 ft X 2.0 = 20.0 ft <br /> B. For slopes>1%,the Absorption Width is measured downhill from the upslope edge of the Bed. <br /> Calculate Downslope Absorption Width:Absorption Width (3.A)-Bed Width (2.6)=ft <br /> 20.0 ft - 10.0 ft = 10.0 ft <br /> 4. MOUND SIZING <br /> A. Calculate Clean Sand Lift: 3 feet minus Depth to Limiting Condition (1.C)=Clean Sand Lift (1 ft minimum) <br /> 3.0 ft - 1.2 ft = 1.8 ft Design Sand Lift(optional): 1.8 <br /> B. Calculate Upslope Height:Clean Sand Lift (4.A)+media depth (1 ft.)+cover (1 ft.)=Upslope Height <br /> 1.8 ft + 1.0 ft + 1.0 ft= 3.8 ft <br /> 0.34:Slope Multiplier Table <br /> Lad Slope% 6 1 2 3 4 5 6_ 7 8 9 10 11 12 13 14 IS 86 I1 18 19 20 21 22 23 24 25 <br /> 1.1010pe 3:1 3.00 2.91 2.83 2.75 2,68 2.61 254 2.48 2.42 2.36 2.31 2.26 2.21 2.17 2.13 209 2.06 LOS 2.00 1.97 1.95 1.93 1.91 1.89 1.87 1.85 <br /> BoI'nt Rano 4:1 4,00 3.85 3.70 3.57 3;45 3,33'3,23 112 3.03 2:94 2.86 2.78 2.70 2.62 255 2,48 2,41 2.35 229 2,23 218 2.13 2.08 2.03 1:98 1.93 <br /> 1.e01711(0pe%- 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Z4 25 <br /> Downslope 13:1 3.00 3.09 3,19 3.30 3.41 3.53 3.86 3,80 3.95 4.11 4.29 4.48 4.69 4.95-5.24 5.55 5.88 8.24 6.63 7.04 7.47 7.93 8.42 8.93 9.46 10.02 <br /> Bern Rata)14:1 4.00 4.17 4.35 4.54 436 540 5.26 5.56 5,88 6:25 6.67 7,14 7.69 8.29 8.92 9.57 1024 10.94 11,67 12.42 13,19 1199 44.82 15.67 16.54 17,44 <br /> Select Upslope Berm Multiplier <br /> C. (based on land slope): 3.23 (figure D-34) <br /> D. Calculate Upslope Berm Width:Multiplier (4.C)X Upslope Mound Height (4.B)=Upslope Berm Width <br /> 3.23 ft x 3.8 ft = 13.0 ft <br /> E. Calculate Drop in Elevation Under Bed:Bed Width (2.B) X Land Slope (1.D)a 100=Drop (ft) <br /> 10.0 ft X 7.0 % : 100= 0.70 ft <br /> F. Calculate Downslope Mound Height:Upslope Height (4.6)+Drop in Elevation (4.E)=Downslope Height <br /> 3.8 ft + 0.70 ft = 4.5 ft <br /> Select Downslope Berm Multiplier <br /> G. (based on land slope): 5.56 (figure D-34) <br /> H.Calculate Downslope Berm Width:Multiplier (4.G)X Downslope Height (4.F)=Downslope Berm Width <br /> 5.56 x 4.5 ft = 25.0 ft <br /> I. Calculate Minimum Berm to Cover Absorption Area:Downslope Absorption Width (3.B or 3.C)+4 ft.=ft <br /> 10.0 ft + 4 ft = 14.0 ft <br /> J. Design Downslope Berm =greater of 41-1 and 41: 25.0 ft <br /> K. Select Endslope Berm Multiplier: 3.00 (usually 3.0 or 4.0) <br /> L. Calculate Endslope Berm (4.K)X Downslope Mound Height (4.F)=Endslope Berm Width <br /> 3.00 ft x 4.5 ft = 14.0 ft <br /> M.Calculate Mound Width:Upslope Berm Width(4.D)+Bed Width (2.B)+Downslope Berm Width (4.J)=ft <br /> 13.0 ft + 10.0 ft + 25.0 ft = 48.0 ft <br /> N. Calculate Mound Length:Endslope Berm Width (4.L)+Bed Length (2.C)+Endslope Berm Width (4.L)=ft <br /> 14.0 ft + 63.0 ft + 14.0 ft = 91.0 ft <br /> Comments: <br />