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Mound and Pressure Distribution Component Design <br />Design Worksheet <br />(R or C) <br />Site Information <br />R <br />Residential or Commercial Design <br />Estimated Wastewater Flow (gpd) <br />Peaking Factor (e.g. 1.5 = 150%) <br />Design Flow (gpd) <br />Site Slope (%) <br />Contour Line Elevation (ft) <br />Depth to Limiting Factor (in) <br />In-situ Soil Application Rate (gpd/ft2) <br />300.00 <br />a 1.50 <br />450.00 <br />0.50 <br />98.10 <br />34.00 <br />0.70 <br />Distribution Cell Information <br />57.001 Dispersal Cell Length Along Contour (ft) _ <br />1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br />1 ? 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 />p 2° Number of Laterals <br />0.188 Orifice Diameter (in) <br />3.00 Estimated Orifice Spacing (ft) _ <br />2.00 Forcemain Diameter (in) <br />85.005 Forcemain Length (ft) <br />0 Pump Tank Elevation (ft) <br />3.25 <br />System Head (ft) x 1.3 <br />6.19 <br />Vertical Lift (ft) <br />1.17 <br />Friction Loss (ft) <br />0.00 <br />In-line Filter Loss (ft) <br />10.61 <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 />Treatment Tank Information <br />1000 001 Septic Tank Capacity (gal) <br />WIESERI Manufacturer <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? I Y <br />Enter Y or N <br />13.86 <br />Forcemain Drainback (gal) <br />50.87 <br />5x Void Volume (gal) <br />64.73 <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 />600.00 Total Tank Capacity (gal) <br />36.00 Total Working Liquid Depth (in) <br />16.67 gal/in (enter result in cell B49) <br />Dose Tank Information Effluent Filter Information <br />006 00 Dose Tank Capacity (gal) IZABEL Filter Manufacturer <br />16.67' Dose Tank Volume (gal/in) IA100 JFilter Model Number <br />WIESER I Manufacturer <br />Project: RICHARD JACOBY Page 2 of 10 <br />