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Chambers Calculations and Drawings Page 2 of <br /> Site Conditions Infiltration Elevations <br /> Site Type r Cell #1 Cell 42 Cell#3 <br /> %Sloe 1 % Contour Elevation 95.9 95.9 N/A ft <br /> #of Bedrooms 3 Infiltration Elevation 89.0 89.0 N/A ft <br /> Depth to Limiting Factor 120 in Limiting Factor Elevation 85.9 85.9 N/A <br /> Soil Application Rate .7 gal/ft^2/ Treatment& Dispersal Zone 3.1 3.1 N/A <br /> da <br /> Effluent Quality 1 Cover Material Required <br /> Design Flow 450 gal/day Finished Grade Over Cell 95.9 95.9 N/A <br /> Max BOD m /I <br /> Max TSS M2/1 <br /> Distribution Cell Se tic Tank <br /> Chamber Type ARC 36 Septic Tank ManufacturerWeiser <br /> Number of Cells 2 Septic Volume Chosen 1000 <br /> Laying Length 5 Ft Effluent Filter Selected Best <br /> EISA Determined Area 25 Ft2 <br /> Open Bottom Area Ft2 Note: Access opening of sufficient size to be provided to allow removal of <br /> Chamber Height 12 Inches filter.Opening to terminate at or above grade. <br /> Required Infiltrative Area 643 Ft2 Actual Infiltration Area: 650 <br /> Total Number of Chambers 26 <br /> Total Cell Length 130 Ft <br /> Tctai CeL Lergth 88.0 rt Cross Section of Septic Tank <br /> Cross Section of Cell <br /> y <br /> G �a <br /> Plan View of Typical Cell <br /> _... t ength__ <br /> AAth. <br /> _. _.. <br /> 03034 <br /> or <br /> Sch40cnaO n^ '. <br /> PVC Ppe <br />