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In Ground and Dosing Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> R Residential or Commercial Design N ISD Required? <br /> 300.00 Estimated Wastewater Flow(gpd) <br /> 1.50 Peaking Factor(e.g. 1.5= 150%) <br /> 450.00 Design Flow(gpd) <br /> 12.00 Site Slope (%) <br /> 89.67 Prop. System Elevation (ft) <br /> 40.00 Depth to Limiting Factor(in) <br /> 0.80 In-situ Soil Application Rate (gpd/ft2) <br /> 90.95 Lowest Original Grade Ele. In System Area (ft) <br /> 91.07 Highest Original Grade Ele. In System Area (ft) <br /> 87.67 Limiting Factor Elevation (ft) <br /> -0.10 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 /> Distribution Information <br /> E Center or End Manifold, Dist. Box or Drop Box <br /> 2 Number of Laterals System dosed N <br /> 10.82 Lateral Spacing (ft) <br /> System not dosed <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 1060.00 Septic Tank Capacity(gal) Tuf-Tite Incorporated Filter Manufacturer <br /> INFILTRATOR Manufacturer EF-6 Filter Model Number <br /> Project: DANIEL C. &LUCY A. KRIHA Page 2 of 14 <br />