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In Ground and Dosing Distribution Component Design <br /> Design Works <br /> Site Information <br /> R­ Residential or Commercial Design ISD Required? <br /> 200.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) <br /> 300.00 Design Flow(gpd) <br /> 0.00 Site Slope(%) <br /> 93.00 Prop. System Elevation (ft) <br /> 120.00 Depth to Limiting Factor(in) <br /> 1.60 In-situ Soil Application Rate(gpd/ft2) <br /> 96.00 Lowest Original Grade Ele. In System Area(ft) <br /> 98.00 Highest Original Grade Ele. In System Area(ft) <br /> 98.00 Limiting Factor Elevation (ft) <br /> 3.50 Depth Below Grade <br /> Distribution Cell Information <br /> 3.25 Cell Width (ft) 1 f Number of Cells <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ftz) <br /> 2 Influent Wastewater Quality(1 or 2) <br /> Distribution Information <br /> E Center or End Manifold, Dist. Box or Drop Box <br /> 1 Number of Laterals System dosed N <br /> 0.00 Lateral Spacing (ft) <br /> System not dosed <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> j 1000.00 Septic Tank Capacit gal) Pol lok Inc./Zabel Filter Manufacturer <br /> Wieser Concrete Products, Inc. Manufacturer 3014-525-1/16-10,000 GPD Filter Model Number <br /> Project: Pandow Geomat Page 2 of 10 <br />