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In Ground and Dosing Distribution Component Design <br /> Design Worksheet <br /> e orma on <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 /> 0.00 Site Slope(%) <br /> 95.51 Prop. System Elevation(ft) <br /> 42.00 Depth to Limiting Factor(in) <br /> 1.00 In-situ Soil Application Rate(gpd/ft2) <br /> 96.92 Lowest Original Grade Ele. In System Area (ft) <br /> 96.92 Highest Original Grade Ele. In System Area (ft) <br /> 93.42 Limiting Factor Elevation(ft) <br /> -0.09 Depth Below Grade <br /> s. • ._ one° norma on <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 /> 9.46 Forcemain Drainback(gal) Does the forcemain drain back? Y <br /> 0.50 Forcemain Filter Loss(ft) <br /> 2.00 Forcemain Diameter(in) <br /> 58.00 Forcemain Length (ft) <br /> 86.00 Inside Pump Tank Elevation(ft) <br /> 2d8i System Head (ft)x 1.3 <br /> 0,311 1328# 14 Vertical Lift(ft) <br /> i$l i Friction Loss(ft) <br /> j/,01411:616 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br /> 54.46 Minimum Dose Volume(gal) <br /> 25.00 System Demand (gpm) <br /> Manufacturer Information <br /> Treatment Tank Information Effluent Filter Information <br /> 1000.00 Septic Tank Capacity(gal) NA Filter Manufacturer <br /> Wieser Concrete Products, Inc. Manufacturer NA Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator(optional) <br /> 650.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 17.00 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: COREY BAUER Page 2 of 16 <br />