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Design Worksheet <br /> R Residential or Commercial Design 0 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 /> 96.60 Prop. System Elevation (ft) <br /> 38.00 Depth to Limiting Factor(in) <br /> 1.60 In-situ Soil Application Rate(gpd/ftZ) <br /> 97.50 Lowest Original Grade Ele. In System Area(ft) <br /> 97.60 Highest Original Grade Ele. In System Area(ft) <br /> 94.351 Limiting Factor Elevation (ft) <br /> -0.501 Depth Below Grade <br /> 3.25 Cell Width (ft) 0 Number of Cells <br /> 2.00 Dispersal Cell Design Loading Rate(gpd/ftZ) <br /> 2 Influent Wastewater Quality(1 or 2) <br /> E Center or End Manifold, Dist. Box or Drop Box <br /> 1 Number of Laterals System dosedl Y <br /> 0.00 Lateral Spacing(ft) <br /> 9.79 Forcemain Drainback(gal) Does the forcemain drain back?l Y <br /> 0.60 Forcemain Filter Loss(ft) <br /> 2.00 Forcemain Diameter(in) <br /> 60.00 Forcemain Length (ft) <br /> 91.60 Inside Pump Tank Elevation(ft) <br /> 3.50 System Head (ft)x 1.3 <br /> 7.10 Vertical Lift(ft) <br /> 1.70 Friction Loss(ft) <br /> 12.80 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br /> 39.79 Minimum Dose Volume(gal) <br /> 26.00 System Demand (gpm) <br /> FnTUrffM <br /> Treatment Tank Information Effluent Filter Information <br /> 840.00 Septic Tank Capacity(gal) LIFETIME Filter Manufacturer <br /> WIESER Manufacturer 11/8TH I 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(gal/in) 43.00 Total Working Liquid Depth (in) <br /> WIESER I Manufacturer 11.63 gal/in (enter result in cell DoseTankVolume) <br /> Project: JEFF&LYNN PRIESS Page 2 of 13 <br />