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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (R or C) R Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 200.00 Estimated Wastewater Flow(gpd) Table 38344-3 in-situ soil treatmentfor <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) tewl coliform of<=36 inches. <br /> 300.00 Design Flaw(gpd) <br /> 1.00 Site Slope(%) <br /> 97.50 Contour Line Elevation (ft) <br /> 27.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft") <br /> Distribution Cell Information <br /> 43.001 Dispersal Cell Length Along Contour(ft) = 6.98 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/ft') <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution DY <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) E Center or End Manifold If 118 is Y then leave 1221 <br /> 3.49 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 2 Number of Laterals of the highest point. 2.00 <br /> 0.188 Orifice Diameter(in) <br /> 2.50 Estimated Orifice Spacing (ft)= 8.83 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 32.00 Forcemain Length (ft) Does the forcemain drain back? C� <br /> 88.00 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 - 5.22 Forcemain Drainback(gal) <br /> 9.84 Vertical Lift(ft) 26.40 5x Void Volume (gal) <br /> 0.36 Friction Loss(ft) 31.62 Minimum Dose Volume(gal) <br /> 2.00 In-line Filter Loss (ft) 22.28 System Demand (gpm) <br /> 15.45 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. o tions choice in. dia. options I choice <br /> 0.75 1.25 x X <br /> 1.00 1.50 x <br /> 1.25 x X 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information 750.00 Total Tank Capacity(gal) <br /> 750.001 Septic Tank Capacity (gal) 1 43.501 Total Working Liquid Depth (in) <br /> WEBSTER Manufacturer F 17.24 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 750.00 Dose Tank Capacity(gal) SIMTtoo Filter Manufacturer <br /> 17.24 Dose Tank Volume (gal/in) STF-100A2 Filter Model Number <br /> r C/n G Manufacturer <br /> Project: WILKIE PETERSEN Page 2 of 9 <br />