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In Ground and Dosing Distribution Component Design <br />Design Worksheet <br />Site Information <br />R Residential or Commercial Design F7 _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 />20.00 Site Slope (%) <br />97.00 Prop. System Elevation (ft) <br />41.00 Depth to Limiting Factor (in) <br />0.80 In -situ Soil Application Rate (gpd/ft2) <br />97.00 Lowest Original Grade Ele. In System Area (ft) <br />97.50 Highest Original Grade Ele. In System Area (ft) <br />93.60 Limiting Factor Elevation (ft) <br />-1.00 Depth Below Grade <br />Distribution Cell Information <br />3.251 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 />Pressure Distribution Information <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 />12.23 Forcemain Drainback (gal) Does the forcemain drain back? Y <br />0.00 Forcemain Filter Loss (ft) <br />2.00 Forcemain Diameter (in) <br />76.00 Forcemain Length (ft) <br />86.80 Inside Pump Tank Elevation (ft) <br />3.50 System Head (ft) x 1.3 <br />12.30 Vertical Lift (ft) <br />1.70 Friction Loss (ft) <br />17.50 Total Dynamic Head (ft) Designer must enter friction loss and system demand (gpm) <br />57.23 Minimum Dose Volume (gal) <br />26.00 System Demand (gpm) <br />Manufacturer Information <br />Treatment Tank Information Effluent Filter Information <br />1590.00 Septic Tank Capacity (gal) ILIFETIME Filter Manufacturer <br />WIESER 1Manufacturer 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 (gal/in) 43.00 Total Working Liquid Depth (in) <br />WIESER - Manufacturer 11.63 gal/in (enter result in cell DoseTankVolume) <br />Project: DAVID EGELAND Page 2 of 13 <br />