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Mound and Pressure Distribution Component Design <br /> Design Vtilorissheet <br /> Site Information _ <br /> (R or C) c t <br /> RI Residential or Commercial Design Note Sand fill ID)calculations assume a <br /> 300Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for <br /> 1 Peaking Factor(e g. 1 5 = 150%) fecal colifarm of<=36 inches. <br /> 450.00 Design Flow(gpd) <br /> 10.00; Site Slope (%) <br /> _ 94.50i Contour Line Elevation (ft) <br /> 18.00 Depth to Limiting Factor (in) <br /> _ 0.401 In-situ Soil Application Rate (gpd/ft`) <br /> Distribution Cell Information <br /> 72.00 Dispersal Cell Length Along Contour(ft) = 6.25 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> 1 i Influent Wastewater Quality (1 or 2) Are the laterals the highest point <br /> in the distribution jy Y --3 <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) Y El Center or End Manifold <br /> 3 13 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 2j Number of Laterals of the highest point. ^_ <br /> �-- 0.156 Orifice Diameter(in) <br /> 2.50 Estimated Orifice Spacing (ft) = 7 76 ft`lorifice <br /> 2.00� Forcemain Diameter(in) <br /> 22.00I Forcemain Length (ft) Does the forcemain drain back? Y <br /> 88.251 Pump Tank Elevation (ft) Enter Y or N <br /> 4.55 System Head (ft) x 1 3 3.59 Forcemain Drainback (gal) <br /> 7.58 Vertical Lift(ft) 64.74 5x Void Volume(gal) <br /> 0A6 Friction Loss(ft) 68.33 Minimum Dose Volume (gal) <br /> i 0.001 In-line Filter Loss(ft) 31 23 System Demand (gpm) <br /> i 12.59 Total Dynamic Head(ft) <br /> t—Lateral Diameter Selection Manifold Diameter Selection <br /> in. dia. options choice in. dia. options choice <br /> 0.75 f 1 25 x <br /> 1 00 —~ - 1.50 x �.x._.._ <br /> 1.25 j 2.00 <br /> 1.50 x x 300 -- i <br /> 2.00 x t <br /> 3A0 x <br /> Gallons/inch Calculator(optional) <br /> Treatment Tank Information Total Tank Capacity(gal) <br /> 1QOQ.00i Septic Tank Capacity(gal) Total Working Liquid Depth (in) <br /> Wieser Concrete ;Manufacturer �� gal/in (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 603,361 Dose Tank Capacity(gal) 'PolyLok tFilter Manufacturer <br /> L— 16.76; Dose Tank Volume (gal/in) iPL 525 Filter Model Number <br /> !Weiser Concrete �Wanufacturer <br /> Project. George Shoquist Mound System Page 2 of 8 <br />