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FZFIow Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (r or c) r Residential or commercial Design Nate: Sand fill(D)celcWefione assume a <br /> 300.00 Estimated Wastewater Flow(gpd) Tawe 8344.3 in-oft aai tn3ehnent far real <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) c01110rm of<_38 inches. <br /> 450.00 Design Flow(gpd) <br /> 3.30 Site Slope (%) <br /> 95.50 Installation Contour Line Elevation (ft) 70.00 Contour Length Available (ft) <br /> 31.00 Depth to Limiting Factor(in) <br /> 0.70 In-situ Soil Application Rate(gpdM2) <br /> Distribution Cell Information <br /> 9.001 Cell Width (ft)3. 4. 6. 7. 9 or 10 Only 50.00 = Dispersal Cell Length (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highhestt intim--� <br /> in the distribution �_1 <br /> Pressure Dlsribution info... on network? Enter Y or N <br /> (c or e) e Center or End Manifold <br /> 3.00 Lateral Spacing (ft) If N above, enter the elevation ft <br /> 3 Number of Laterals of the highest point. <br /> 0.156 Orifice Diameter(in) (e.g. 0.25) <br /> 3.00 Estimated Orifice Spacing (ft)= 8.82 ft2/orifice <br /> 1.50 Forcemain Diameter(in) <br /> 95.00 Forcemain Length (ft) Does the forcemain drain back? <br /> 83.80 Inside Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft)x 1.3 8.72 Forcemain Drainback(gal) <br /> 11.70 Vertical Lift(ft) 6 z,Y� 5x Void Volume (gal) <br /> 6.34 Friction Loss(ft) 1c•� 7 Minimum Dose Volume(gal) <br /> 22.59 Total Dynamic Head (ft) 27.48 System Demand (gpm) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. o ions choice in.dia. options choice <br /> 0.75 1.25 x <br /> 1.00 1.50 z x <br /> 1.25 x 2.00 <br /> 1.50 x x 3.00 <br /> 2.00 x <br /> 3.00 x <br /> Gallonslinch Calculator(optional) <br /> Treatment Tank Information 1 007.001 Total Tank Capacity(gag <br /> 739-300 Septic Tank Capacity(gal) 39.00 Total Working Liquid Depth (in) <br /> skaw Manufacturer 1 15.561 gain (enter result in cell B49) <br /> Dose Tank Information Effluent Filter information <br /> 807.00 Dose Tank Capacity (gal) BEST Filter Manufacturer <br /> 15.57 Dose Tank Volume (gaUn) GF10-8 Filter Model Number <br /> ABC I Manufacturer El <br /> Project: TOMBERLIN 38R MOUND Page 2 of 11 <br />