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,i}nd ,=nd Pressure Distribution Component Design <br /> Design Worksheet <br /> Site information , <br /> R Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 300.00 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for <br /> fecal coliform of<=36 inches. <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) I <br /> I 450.00 Design Flow(gpd) <br /> 1.00 Site Slope (%) <br /> 97.40 Contour Line Elevation (ft) <br /> 28.00 Depth to Limiting Factor(in) <br /> 0.70 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell luafformatIon <br /> 57.00` Dispersal Cell Length Along Contour(ft) = 7.90 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> I Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution Y <br /> Pressure Disributioru fforrmation network? Enter`( or N <br /> (C or E) E Center or End Manifold <br /> 3.95 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 2 Number of Laterals of the highest point. <br /> 0.188. Orifice Diameter(in) <br /> 3.00 Estimated Orifice Spacing (ft) = 11.85 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 126.00`' Forcemain Length (ft) Does the forcemain drain back? ; Y <br /> 90.00 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 System Head (ft) x 1.3 20.55 Forcemain Drainback(gal) <br /> 7.98 Vertical Lift(ft) 50.87 5x Void Volume (gal) <br /> 1.73 Friction Loss (ft) 71.42 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss (ft) 24.90 System Demand (gpm) <br /> 12.961 Total Dynamic Head (ft) <br /> Lateral' Diameter Selection Manifold Diameter Selection <br /> in. dia. options I choice in. dia. options I choice l <br /> 0.75 1.25 x 1 <br /> 1.00 1.50 f <br /> x X <br /> 1.25 r 2.00 <br /> 1.50 x X 3.00 <br /> 2.00 i x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information 500.00 Total Tank Capacity(gal) <br /> 1590.00 Septic Tank Capacity(gal) 45.00 Total Working Liquid Depth (in) <br /> WIESER/WEBSTER Manufacturer I 11.11 I gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 500.00 Dose Tank Capacity(gal) LIFETIME Filter Manufacturer <br /> 11.11 Dose Tank Volume (gal/in) 1/8TH i Filter Model Number <br /> Weiser 'Manufacturer <br /> Project: AUDREY JOHNSON REVOCABLE TRUST Page 2 of 9 <br />