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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 f8(D)calculations assume a <br /> 200.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ sot treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) coliform of r_36 inches. <br /> 300.00 Design Flow(gpd) <br /> 1.00 Site Slope(%) <br /> 97.50 Contour Line Elevation(ft) <br /> 28.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate(gpd/ftz) <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/ftz) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) 'E Center or End Manifold <br /> 6.98 3.49 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.49 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in)(e.g. 0.25) <br /> 2.50 Estimated Orifice Spacing(ft)= 8.83 ftz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 110.00 Forcemain Length (ft) Does the forcemain drain back? OY <br /> -9-0._101 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 A22.28 <br /> Forcemain Drainback(gal) <br /> 7.57 Vertical Lift(ft) 5x Void Volume(gal) <br /> 1.23 Friction Loss(ft) Minimum Dose Volume(gal) <br /> 12.05 Total Dynamic Head (ft) System Demand(gpm) <br /> Lateral Diameter Selection Manifold Diamster Selection <br /> in. dia. options choice in. dia. options 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 z <br /> 3.00 z <br /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 1 512.001 Total Tank Capacity(gal) <br /> 750.00 <br /> Septic Tank Capacity(gal) I ___36.001 Total Working Liquid Depth (in) <br /> $KAW Manufacturer F 14.22 gaUin (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 512.00 Dose Tank Capacity(gal) lZabel I Filter Manufacturer <br /> 14.221 Dose Tank Volume(gaUin) JA1800 Filter Model Number <br /> SKAW Manufacturer <br /> Project: Page 2 of 9 <br />