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Mound and Pressure Distribution Component Design <br />Design Worksheet <br />(R or C) <br />Site Information <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 />R <br />300.00 <br />1.50 <br />450.00 <br />2.50 <br />99.00 <br />27.00 <br />0.70 <br />Distribution Cell Information <br />57.00 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 />(C or E) <br />Pressure <br />Disribution Information <br />Center or End Manifold <br />Lateral Spacing (ft) <br />Number of Laterals <br />Orifice Diameter (in) <br />Estimated Orifice Spacing (ft) _ <br />Forcemain Diameter (in) <br />Forcemain Length (ft) <br />Pump Tank Elevation (ft) <br />E <br />3.95 <br />2 <br />0.188 <br />3.00 <br />2.00 <br />45.00 <br />94.00 <br />3.25 <br />System Head (ft) x 1.3 <br />5.67 <br />Vertical Lift (ft) <br />0.62 <br />Friction Loss (ft) <br />0.00 <br />In -line Filter Loss (ft) <br />9.53 <br />Total Dynamic Head (ft) <br />Lateral <br />Diameter Selection <br />in. dia. <br />options <br />choice <br />0.75 <br />1.00 <br />1.25 <br />1.50 <br />x <br />X <br />2.00 <br />x <br />3.00 <br />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 EY <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 />7.34 <br />Forcemain Drainback (gal) <br />50.87 <br />5x Void Volume (gal) <br />58.21 <br />Minimum Dose Volume (gal) <br />24.90 <br />System Demand (gpm) <br />Manifold <br />Diameter Selection <br />in. dia. <br />options <br />choice <br />1.25 <br />x <br />1.50 <br />x <br />X <br />2.00 <br />3.00 <br />Gallons/Inch Calculator (optional) <br />Treatment Tank Information 600.00 Total Tank Capacity (gal) <br />1000.001 Septic Tank Capacity (gal) 38.00 Total Working Liquid Depth (in) <br />WIESER I Manufacturer 15.79 gal/in (enter result in cell B49) <br />Dose Tank Information Effluent Filter Information <br />600.001 Dose Tank Capacity (gal) IZABEL _ Filter Manufacturer <br />15.791 Dose Tank Volume (gal/in) 1A100 Filter Model Number <br />WIESER I Manufacturer <br />Project: JAY HOPPE Page 2 of 10 <br />