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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 <br />300.00 Estimated Wastewater Flow (gpd) <br />1.50 Peaking Factor (e.g. 1.5 = 150%) <br />450.00 Design Flow (gpd) <br />1.00, Site Slope (%) <br />98.00 Contour Line Elevation (ft) <br />18.001 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) _ <br />1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br />Influent Wastewater Quality (1 or 2) <br />Pressure Disribution Information <br />(C or E)E Center or End Manifold <br />3.95 Lateral Spacing (ft) <br />2 Number of Laterals <br />0.188 Orifice Diameter (in) <br />3.00 Estimated Orifice Spacing (ft) _ <br />2.00, Forcemain Diameter (in) <br />75.00, Forcemain Length (ft) <br />90.501 Pump Tank Elevation (ft) <br />3.25 <br />System Head (ft) x 1.3 <br />8.92 <br />Vertical Lift (ft) <br />1.03 <br />Friction Loss (ft) <br />0.00 <br />In-line Filter Loss (ft) <br />13.201 <br />Total Dynamic Head (ft) <br />Lateral Diameter Selection <br />in. dia. options choice <br />0.75 <br />1.00 <br />1.25 <br />1.50 x X <br />2.00 x <br />3.00 x <br />Note: Sand fill (D) calculations assume a <br />Table 383-44-3 in-situ soil treatment for <br />fecal coliform of - 36 inches. <br />7.90 Cell Width (ft) <br />Are the laterals the highest point <br />in the distribution Y <br />network? Enter Y or N <br />If N above, enter the elevation (ft) <br />of the highest point. <br />11.85 ft2/orifice <br />Does the forcemain drain back? Y <br />Enter Y or N <br />12.23 <br />Forcemain Drainback (gal) <br />50.87 <br />5x Void Volume (gal) <br />63.10 <br />Minimum Dose Volume (gal) <br />24.90 <br />System Demand (gpm) <br />Manifold Diameter Selection <br />in. dia. options choice <br />1.25 x <br />1.50 x X <br />2.00 <br />3.00 <br />Gallons/Inch Calculator (optional) <br />Treatment Tank Information 500.00 Total Tank Capacity (gal) <br />1000.00 Septic Tank Capacity (gal) 51 S&40 Total Working Liquid Depth (in) <br />WIESER Manufacturer 943 gal/in (enter result in cell B49) <br />Dose Tank Information Effluent Filter Information <br />0005 0 Dose Tank Capacity (gal)L G ' ` V, -et Filter Manufacturer <br />i9.149.43 J Dose Tank Volume (gal/in) Filter Model Number <br />WIESER Manufacturer <br />Project: TERRY SHEFFLER Page 2 of 10 <br />