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MOUND CALCULATIONS/DESIGN <br /> SITE INFORMATION (RESIDENTIAL' <br /> Number of bedrooms 4 <br /> Service frequency 3yrs <br /> Service frequency 36 months <br /> Minimum septic tank size 1252.8 gal <br /> Proposed Septic Tank Size 1290 gal <br /> Estimated Wastewater Flow 400 gpd <br /> Peaking Factor 1.5 <br /> Design Flow 600 gpd <br /> Site Slope 4.5% <br /> Installation Contour Line Elevation (D1) 99.4 ft <br /> Length Available @ Contour(from Soil Test) 50ft <br /> Depth to Limiting Factor N/A in <br /> In-situ Soil Application Rate 0.6gpd/ft^2 <br /> Influent Wastewater Quality(1 or 2) 1 <br /> DISTRIBUTION CELL INFORMATION <br /> Cell Width(<10 ft) (A) 10 ft <br /> Number of Dispercial Cells 2 EA <br /> Dispercial Cell Length (B) 30.00 ft <br /> LLR 10.00 gpd/ft <br /> LLR allowed Yes <br /> Side Slope(max 3:1 =3) 3 <br /> DESIGN OF ENTIRE EZ FLOW PRODUCT MOUND AREA <br /> Depth at Upslope of Distribution Cell (D1) 6 inches <br /> Depth at Downlsope of Distribution Cell(El) 11.4 inches <br /> Depth at Upslope of Distribution Cell(02) 6 inches <br /> Depth at Downlsope of Distribution Cell(E2) 11.4 inches <br /> Height of Distribution Cell(F) 9.5 inches <br /> Depth at Distribution Cell Center(H) 12 inches <br /> Depth at Distribution Cell Edges(G) 6 inches <br /> Mound End Slope Width (K) 7.55 ft <br /> Mound Length(L) 45.10ft <br /> Up Slope Width (J) 4.74 ft <br /> Down Slope Width(I) 7.77ft <br /> Mound Width (W) 40.28 ft <br /> Required Basal Area 1000 sf <br /> Calced Basal Area (Sloped) 1066.47 sf <br /> 4/19 <br /> 3 <br />