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In Ground and Dosing Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> R Residential or Commercial Design I N ISD Required? <br /> 600.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5 = 150%) <br /> 900.00 Design Flow(gpd) <br /> 1.00 Site Slope (%) <br /> 96.70 Prop. System Elevation (ft) <br /> 50.00 Depth to Limiting Factor(in) <br /> 1.60 In-situ Soil Application Rate (gpd/ft2) <br /> 98.50 Lowest Original Grade Ele. In System Area (ft) <br /> 99.00 Highest Original Grade Ele. In System Area (ft) <br /> 94.50 Limiting Factor Elevation (ft) <br /> 0.80 Depth Below Grade <br /> Distribution Cell Information <br /> 3.25 Cell Width (ft) 2 Number of Cells <br /> 2.00 Dispersal Cell Design Loading Rate (gpd/ft2) <br /> 2 Influent Wastewater Quality (1 or 2) <br /> Pressure Distribution Information <br /> E Center or End Manifold, Dist. Box or Drop Box <br /> 2 Number of Laterals System dosed N <br /> 4.25 Lateral Spacing (ft) <br /> System not dosed <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 2000.00 Septic Tank Capacity gal) LIFETIME Filter Manufacturer <br /> WIESER CONCRETE I Manufacturer 1/8TH Filter Model Number <br /> Project: CHAD OLSON IRREV TRUST Page 2 of 12 <br />