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Mound and Pressure Distribution Component Design <br /> Design Worksheet <br /> Site Information <br /> (R or C) R Residential or Commercial Design Note: Sand fill(D)calculations assume a <br /> 200.00 Estimated Wastewater Flow(gpd) Table 83-44-3 in-situ soil treatment for <br /> 1.50 11 Peaking Factor(e.g. 1.5 = 150%) fecal coliform of<=36 inches. <br /> 300.00 Design Flow (gpd) <br /> 1.00 Site Slope(%) <br /> 97.50 Contour Line Elevation (ft) <br /> 30.001 Depth to Limiting Factor(in) <br /> 0.50 in-situ Soil Application Rate(gpd/ftp) <br /> Distribution Cell Information <br /> 43.00 Dispersal Cell Length Along Contour(ft) F-76-.-9-81 Cell Width (ft) <br /> 1.00 Dispersal Cell Design Loading Rate(gpd/fe) <br /> -_ 1 Influent Wastewater Quality(1 or 2) Are the laterals the highestpoint <br /> in the distribution Y v1 <br /> Pressure Disribution Information network? Enter Y or N <br /> (C or E) -� E Center or End Manifold <br /> 3.49 Lateral Spacing (ft) If N above, enter the elevation (ft) <br /> 2 Number of Laterals of the highest point. _. <br /> 0.188 Orifice Diameter(in) _ ---------- <br /> 2.50 Estimated Orifice Spacing (ft) = 8.83 ftz/orifice <br /> 2.00 Forcemain Diameter(in) <br /> 50.001 Forcemain Length (ft) Does the forcemain drain back? _ Y <br /> --1- <br /> 91.501 Pump Tank Elevation (ft) Enter Y or N <br /> 3.25 11Systern Head (ft)x 1:3 8.16 Forcemain Drainback(gal) <br /> 6.09 Vertical Lift(ft) 26.40 5x Void Volume(gal) <br /> 0.56 Friction Loss (ft) 34.56 Minimum Dose Volume(gal) <br /> 0.00 in-line Filter Loss (ft) 22.28 System Demand (gpm) <br /> 9.90 Total Dynamic Head (ft) <br /> Lateral Diameter Selection Manifold Diameter Selection <br /> in, dia. options choice in. dia. options choice <br /> 0.75 1.25 x X { <br /> 1.00W- 1.50 x <br /> 1.25 x )(F- <br /> 2.00 <br /> 1.50 x 3.00 <br /> 2.00 x <br /> 3.00 x' <br /> G_allonsllnch Calculator(optional) <br /> Treatment Tank Information 652 60� Total Tank Capacity (gal) <br /> ✓-1000.001 Septic Tank Capacity (gal) _ 40.35 Total Working Liquid Depth (in) <br /> CMC __ _ ]Manufacturer - 16.16 gallin (enter result in cell B49) <br /> Dose Tank Information Effluent Filter Information <br /> 652 001 Dose Tank Capacity(gal) ZABEL Filter Manufacturer <br /> - - <br /> 16.1E Dose Tank Volume (gal/in) A100 Filter Model Number <br /> ICMC1O^ _ Manufacturer <br /> Project: ELAINE KOTTKE Page 2 of 9 <br />