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In Ground and Dosing Distribution Component Design <br /> Design Worksheet <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 /> 96.50 Prop. System Elevation (ft) <br /> 39.00 Depth to Limiting Factor(in) <br /> 1.00 In-situ Soil Application Rate (gpd/ft2) <br /> 97.50 Lowest Original Grade Ele. In System Area (ft) <br /> 97.50 Highest Original Grade Ele. In System Area (ft) <br /> 94.20 Limiting Factor Elevation (ft) <br /> -0.50 Depth Below Grade <br /> Distribution Cell Information <br /> 3.25 Cell Width (ft) 0 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 /> 1 Number of Laterals System dosed Y <br /> 0.00 Lateral Spacing (ft) <br /> 9.79 Forcemain Drainback (gal) Does the forcemain drain back? Y <br /> 0.50 Forcemain Filter Loss (ft) <br /> 2.00 Forcemain Diameter(in) <br /> 60.00 Forcemain Length (ft) <br /> 89.10 Inside Pump Tank Elevation (ft) <br /> 3.50 System Head (ft) x 1.3 <br /> 9.50 Vertical Lift(ft) <br /> 1.70 Friction Loss (ft) <br /> 15.20 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br /> 39.79 Minimum Dose Volume (gal) <br /> 25.00 System Demand (gpm) <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 840.001 Septic Tank Capacity (gal) ILIFETIME Filter Manufacturer <br /> WIESER Manufacturer 1/8TH Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator(optional) <br /> 500.00 Dose Tank Capacity (gal) 500.00 Total Tank Capacity (gal) <br /> 11.63 Dose Tank Volume ( al/in) 1 43.001 Total Working Liquid Depth (in) <br /> WIESER Manufacturer 11.63 gal/in (enter result in cell DoseTankVolume) <br /> Project: PEGGY LEWIS Page 2 of 13 <br />