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J <br /> Mound and Pressure Distribution Component Design \_ <br /> Design Worksheet <br /> Site Information <br /> (R or C) R Residential or Commercial Design Note: SaM fill(D)cakulations assumea <br /> 300.00 Estimated Wastewater Flow(gpd) Table 383-"-3 in-situ sail treatment for <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) fecal colaoon of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 6.00 Site Slope(%) <br /> 101.30 Contour Line Elevation(ft) <br /> 14.00 Depth to Limiting Factor(in) <br /> OAO In-situ Soil Application Rate(gpolft) <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/e) <br /> 1 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution � <br /> Pressure Dlsribution Information 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 /> 2 Number of Laterals of the highest point. <br /> 0.156 Orifice Diameter(in) <br /> 2.33 Estimated Orifice Spacing(ft)= 7.03 ft'/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 225.00 Forcemain Length (ft) Does the forcemain drain back? Y <br /> 89.92 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head(ft)x 1.3 36.70 Forcemain Drainback(gal) <br /> 12.96 Vertical Lift(ft) 1 67.411 5x Void Volume(gal) <br /> 5.64 Friction Loss(ft) 104.11 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss(ft) 34.46 System Demand (gpm) <br /> 23.15 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter selection <br /> india. o tions choice in. dia. 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 _ Total Tank Capacity(gal) <br /> 1000.00 Septic Tank Capacity(gal) Total Working Liquid Depth (in) <br /> Wieser Concrete Manufacturer gaUn (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 603.36 Dose Tank Capacity(gal) 1 Po Lok Fitter Manufacturer <br /> =' <br /> Dose Tank Volume(gal/in) PL-525 Filter Model Number <br /> Weiser Concrete Manufacturer <br /> Project: Shane Smith Replacement Mound System Page 2 of 8 <br />