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Pck Se_' 3 c›.V IS" <br /> Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> • (R or C) C Residential or Commercial Design Nole• Sand fill(D)calculations assume a <br /> 1223.00 Estimated Wastewater Flow(gpd) Table 383-44-3 in-situ soil treatment for <br /> fecal coiiform of<K 36 inches. <br /> 1.50 Peaking Factor(e.g. 1.5= 150%1 .._R <br /> ToY Po-".3(.GPci 1834.50 Design Flow(gpd)e.q, <br /> 2.00 Site Slope(%) <br /> 94.70 Contour Line Elevation(ft) <br /> ;MOO Depth to Limiting Factor(in) <br /> 0.60 In-situ Soil Application Rate(gpd/ft2) <br /> Distribution Cell Information <br /> 115.00 Dispersal Cell Length Along Contour(ft) = 1 7.98 Cell Width(ft) <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ft?) <br /> 2 Influent Wastewater Quality(1 or 2) Are the laterals the highest point <br /> in the distribution Y 1 <br /> Pressure Disribution Information network? Enter V or N <br /> (C or E) C Center or End Manifold <br /> 3.99 Lateral Spacing (ft) If N above, enter the elevation(fQ <br /> __ 4 Number of Laterals of the highest point. [ _^ _J <br /> 0.156 Orifice Diameter(in) <br /> 2.00 Estimated Orifice Spacing(ft)= 8.19 ft2/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 220.00 Forcemain Length (ft) Does the forcemain drain back? ( Y <br /> 90.00. Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head(ft)x 1.3 35.89 Forcemain Drainback(gal) <br /> 4.87 Vertical Lift(ft) 103.96 5x Void Volume(gal) <br /> 15.52 Friction Loss(ft) 139.84 Minimum Dose Volume(gal) <br /> 0.00 In-line Filter Loss(ft) 60.31 System Demand (gpm) <br /> 24.94 Total Dynamic Head(ft) <br /> Lateral Diameter Selection Manifold Diameter S election <br /> in. dia. options choice in.dia. options choice <br /> 0.75 1.25 <br /> _ 1.00 1.50 x _ <br /> 1.25 2.00 x x -_I <br /> 1 50 x x 3.00 I <br /> 2.00 x <br /> 3.00 x <br /> Gallons/Inch Calculator(optional) <br /> Treatment Tank Information 7------1 Total Tank Capacity(gal) <br /> 1500.00 Septic Tank Capacity(gal) Total Working Liquid Depth(in) <br /> Wieser Concrete JManufacturer gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 1144.00 Dose Tank Capacity(gal) Lifetime Filter Manufacturer <br /> 26.00 Dose Tank Volume(gal/in) LT 1/8 Filter Model Number <br /> Wieser Concrete 'Manufacturer <br /> Project: RED DOOR INN <br />