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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 <br /> g 1.50 Peaking Factor(e.g. 1.5 = 150%) fecal coliform of<=36 inches. <br /> I 0.00 Design Flow(gpd) <br /> A100 Site Slope (%) <br /> 98.40 Contour Line Elevation (ft) <br /> 25.00 Depth to Limiting Factor(in) <br /> 0.50 In-situ Soil Application Rate (gpd/ft2) <br /> tribution 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/ftz) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest oint <br /> in the distribution Y <br /> Pressure Disribution Information network? Enter Y or N <br /> (c or e) E Center or End Manifold <br /> 7.90 3.95 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3.95 2 Number of Laterals of the highest point. <br /> 0.188 Orifice Diameter(in) (e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft)= 11.85 ftz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 35.00 Forcemain Length (ft) Does the forcemain drain back? �Y <br /> 90.40 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft)x 1.3 5.71 Forcemain Drainback(gal) <br /> 8.83 Vertical Lift(ft) 50.87 5x Void Volume(gal) <br /> 0.48 Friction Loss(ft) 56.58 Minimum Dose Volume(gal) <br /> 12.56 Total Dynamic Head (ft) 24.90 System Demand (gpm) <br /> ateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options I choice <br /> fff4« 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 652.00 Total Tank Capacity(gal) <br /> 1000.00 <br /> Septic Tank Capacity(gal) 40.35 Total Working Liquid Depth (in) <br /> CMC Manufacturer 1 16.16 gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 652.00 Dose Tank Capacity(gal) Z BEL Filter Manufacturer <br /> 16.16 Dose Tank Volume (gal/in) Al00 Filter Model Number <br /> IIII i1CMQ 7manufacturer <br /> r jg�t: f Page 2 of 9 <br /> i <br />