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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 /> 300.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ soil treatment for fecal <br /> 1.50 Peaking Factor(e.g. 1.5 = 150%) colifonn of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 14.00 Site Slope (%) <br /> 94.20 Contour Line Elevation (ft) <br /> 41.00 Depth to Limiting FaG.or(in) <br /> 0.70 In-situ Soil.Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 75.001 Dispersal Cell Length Along Contour(ft) = 6.00 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> 1 I 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) c Center or End Manifold <br /> 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft)� <br /> 4 Number of Laterals of the highest point. F <br /> 0.166 Orifice Diameter(in) (-a.g. 0.25) <br /> 2.00 Estimated Orifice Spacing (ft) = 6.25 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 95.00 Forcemain Length (ft) Does the forcemain drain back? Y_� <br /> 84.00 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.j 15.50 Forcemain Drainback(gal) <br /> 10.37 Vertical Lift(ft) 67.44 5x Void Volume (gal) <br /> 2.96 Friction Loss(ft) 82.93 Minimum Dose Volume(gal) <br /> 17.88 Total Dynamic Head (tt) 38.77 System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options choice <br /> 0.75 1.25 x <br /> 1.00 1.50 x x <br /> 1.25 x 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity(gal) <br /> 1000.001 Septic Tank Capacity t gal) Total Working Liquid Depth (in) <br /> Wieser Concrete jManufacturBr gal/in (enter result in cell 849) <br /> Dose Tank Information Effluent Filter Information <br /> 602.821 Dose Tank Capacity(gal) jZabel Filter Manufacturer <br /> 11.821 Dose Tank Volume (gal/in) A-100 Filter Model Number <br /> Wieser Concrete INIanufacturer <br /> Project: Erling Syverson Mound Page 2 of 8 <br />