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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(0)calculations assume a <br /> 300.00' Estimated Wastewater Flow(gpd) Table 383-44 3 in-situ soil treatment for <br /> 1.50: Peaking Factor(e.g. 1.5= 150%) fecal coliform of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 1.40; Site Slope(%) <br /> 98.201 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 /> 057 0 Dispersal Cell Length Along Contour(ft) F 7.90 Cell Width (ft) <br /> 1.001 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 j-Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) Ei Center or End Manifold <br /> 3.95 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 2' Number of Laterals of the highest point. <br /> 0.188' Orifice Diameter(in) <br /> 3.0011 Estimated Orifice Spacing (ft)= 11.85 ftz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 0 Forcemain Length (ft) Does the forcemain drain back? Y <br /> 91.50 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 12.23 Forcemain Drainback(gal) <br /> 6.96 Vertical Lift(ft) 50.87 5x Void Volume(gal) <br /> 1.03 Friction Loss(ft) 63.10 Minimum Dose Volume(gal) <br /> 0.00i In-line Filter Loss (ft) 24.90 System Demand (gpm) <br /> 11.241 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. I options choice <br /> 0.75 1.25 x <br /> 1.00 1.50 x X <br /> 1.25 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 600.00 Total Tank Capacity(gal) <br /> 1000.00 Septic Tank Capacity(gal) 48.00 Total Working Liquid Depth (in) <br /> Wieser i Manufacturer 12.50 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 600.00! Dose Tank Capacity(gal) ILIFETIME Filter Manufacturer <br /> 11.8 9; Dose Tank Volume(gaVin) 11/8TH Filter Model Number <br /> Weiser IManufacturer <br /> Project: TROY MACK Page 2 of 9 <br />