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In Ground and Dosing Distribution Component Design <br />Site Information <br />Rl <br />Residential or Commercial Design N ISD Required? <br />20.0.00 <br />Estimated Wastewater Flow (gpd) <br />1.60! <br />Peaking Factor (e.g. 1.5 = 150%) <br />30&001 <br />Design Flow (gpd) <br />0.00 <br />Site Slope (%) <br />100.60 <br />Prop. System Elevation (ft) <br />41.00 <br />Depth to Limiting Factor (in) <br />0.80 <br />In-situ Soil Application Rate (gpd/ft) <br />102.10 <br />Lowest Original Grade Ele. In System Area (ft) <br />102.10 <br />Highest Original Grade Ele. In System Area (ft) <br />98.60, <br />Limiting Factor Elevation (ft) <br />0.00 <br />Depth Below Grade <br />Distribution Cell Information <br />3.25 <br />Cell Width (ft) 1 Number of Cells <br />2.00 <br />Dispersal Cell Design Loading Rate (gpd/ft2) <br />2 <br />Influent Wastewater Quality (1 or 2) <br />Pressure istribution Information <br />E Center or End Manifold, Dist. Box or Drop Box <br />11 Number of Laterals System dosed Y �� <br />0.00 Lateral Spacing (ft) <br />16.31 Forcemain Drainback (gal) Does the forcemain drain back? Y—� <br />0.00 Forcemain Filter Loss (ft) <br />2.00 Forcemain Diameter (in) <br />100.00Forcemain Length (ft) <br />90.00 Inside Pump Tank Elevation (ft) <br />3.50 System Head (ft) x 1.3 <br />12.70 Vertical Lift (ft) <br />1.00 Friction Loss (ft) <br />17.201 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br />46.311 Minimum Dose Volume (gal) <br />16.001 System Demand (gpm) <br />Manufacturer Information <br />Treatment Tank information Effluent Filter Information <br />840.001 Septic Tank Capacity <br />gal) 1 e 77'. Filter Manufacturer <br />Wieser Manufacturer A100 8 X 12 _800 GPD Filter Model Number <br />Dose Tank Information Gallons/Inch Calculator ;optional) <br />500.00 Dose Tank Capacity (gal) F_ Total Tank Capacity (gal) <br />11.90 Dose Tank Volume al/in) Total Working Liquid Depth (in) <br />Wieser Concrete Products, Inc. Manufacturer gal/in (enter result in cell DoseTankVolume) <br />Project: Tim Krug Page 2 of 8 <br />