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In Ground and Dosing Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> R Residential or Commercial Design rN 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 /> 2.00 Site Slope (%) <br /> 96.75 Prop. System Elevation (ft) <br /> 50.00 Depth to Limiting Factor(in) <br /> 1.20 In-situ Soil Application Rate (gpd/ft2) <br /> 98.60 Lowest Original Grade Ele. In System Area (ft) <br /> 99.10 Highest Original Grade Ele. In System Area (ft) <br /> 94.43 Limiting Factor Elevation (ft) <br /> 0.85 Depth Below Grade <br /> Distribution Cell Information <br /> 3.25 Cell Width (ft) 1 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 /> 1 Number of Laterals System dosed Y <br /> 0.00 Lateral Spacing (ft) <br /> 4.57 Forcemain Drainback(gal) Does the forcemain drain back? y <br /> 0.50 Forcemain Filter Loss (ft) <br /> 2.00 Forcemain Diameter(in) 28 ft.x 1.39/100 ft. =0.39 friction <br /> 28.00 Forcemain Length (ft) factor <br /> 91.00 Inside Pump Tank Elevation (ft) <br /> 0.00 System Head (ft)x 1.3 <br /> 7.85, Vertical Lift(ft) <br /> 0.39 Friction Loss (ft) <br /> 8.74 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br /> 34.57 Minimum Dose Volume ( al) 25 <br /> 25.00 System Demand (gpm) <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 840.001 Septic Tank Capacity(gal) SEE PUMP TANK Filter Manufacturer <br /> Wieser Concrete lManufacturer SEE PUMP TANK Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator(optional) <br /> 500.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 11.82 Dose Tank Volume (gal/in) Total Working Liquid Depth (in) <br /> Wieser Concrete Products, Inc. Manufacturer gal/in (enter result in cell DoseTankVolume) <br /> Project: DEAN B. HILGERS Page 2 of 10 <br />