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In Ground and Dosing Distribution Component Design <br /> Site Information <br /> R' Residential or Commercial Design N ISD Required? <br /> 400.00 Estimated Wastewater Flow(gpd) <br /> 1.50; Peaking Factor(e.g. 1.5= 150%) <br /> 600.00 Design Flow(gpd) <br /> 2.00` Site Slope(%) <br /> j,_a' 95.00' Prop. System Elevation(ft) <br /> 90.00; Depth to Limiting Factor(in) <br /> 1.60 In-situ Soil Application Rate(gpd/ft2) <br /> �.--_.._97.00`. Lowest Original Grade Ele. In System Area(ft) <br /> 98.80 <br /> Highest Original Grade Ele. In System Area(ft) <br /> fib_ 90.00;! Limiting Factor Elevation(ft) <br /> r 2.301 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 alSystem dosed; Y ----i0.00 Lateral SpacofingLater(fts) <br /> 10.28 Forcemain Drainback (gal) Does the forcemain drain back? Y <br /> I � 0.50' Forcemain Filter Loss(ft) <br /> 2.00, Forcemain Diameter(in) <br /> I63.00 Forcemain Length(ft) <br /> 88.00' Inside Pump Tank Elevation(ft) <br /> 3.50 System Head (ft)x 1.3 <br /> 9.10 Vertical Lift(ft) <br /> i_.,. ' 1.39 Friction Loss(ft) <br /> 14.49 Total Dynamic Head(ft) <br /> 70.28 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) 'Polylok Inc./Zabel ...__... Filter Manufacturer <br /> Wieser Concrete Products, Inc. Manufacturer m 68 Filter Model Number <br /> Dose Tank Information Gallons/Inch Calculator <br /> 650.00' Dose Tank Capacity(gal) Total Tank Capacity(gal) <br /> 17.00 Dose Tank Volume(cal/in) Total Working Liquid Depth(in) <br /> Wieser Concrete Products, Inc. Manufacturer 1 1 gal/in (enter result in cell DoseTankVolume) <br /> Project: THOMAS J. &PATTI A. DEFRESNE Page 2 of 10 <br />