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Bflound 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 383- 4-3 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 /> 2.00, Site Slope (%) <br /> 97.00' Contour Line Elevation (ft) <br /> 20.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft2) <br /> Distribution Cell Information <br /> 57.00 Dispersal Cell Length Along Contour(ft) = 7.90 Cell Width (ft) <br /> �-1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> 'E Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution i Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) E; 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 /> 3.00 Estimated Orifice Spacing (ft) = 11.85 ft2/orifice <br /> 2.00r Forcemain Diameter(in) <br /> 42.00' Forcemain Length (ft) Does the forcemain drain back? Y <br /> 90.00 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft) x 1.3 6.85 Forcemain Drainback (gal) <br /> EEE7_9.93 Vertical Lift(ft) 50.87 5x Void Volume (gal) <br /> .58 Friction Loss (ft) 57.72 Minimum Dose Volume (gal) <br /> 0.00 In-line Filter Loss (ft) 24.90 System Demand (gpm) <br /> 11.75 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options choice <br /> 0.75 1.25 x <br /> 9 1.00 1.50 x X <br /> 125 2.00 <br /> 1.50 x X 3.00 <br /> 1 2.00 x <br /> 3.00 x <br /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information 600.001 Total Tank Capacity (gal) <br /> Wieser <br /> Septic TankManufacturerCapacity <br /> ciy( al) 51.0& Total Working Liquid Depth (in) <br /> gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 600.00 Dose Tank Capacity(gal) !LIFETIME Filter Manufacturer <br /> 11.76 Dose Tank Volume (gal/in) '1/8TH Filter Model Number <br /> Weiser Manufacturer <br /> Project: CAMERON RODSETH Page 2 of 9 <br />