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Chambers Page 2 of 5 <br /> Calculations and Drawings <br /> Site Conditions Infiltration Elevations <br /> Site Type: Private Cell#1 Cell#2 Cell#3 <br /> %Slope 4 % Contour Elev: 96.701 95.901 0.00 Ft <br /> #of Bedrooms 3 Infiltration Elev: 93.501 93.501 0.00 Ft <br /> Depth to limiting factor 76 in Limiting Factor Elev: 90.37 89.57 NIA <br /> Soil Application Rate: 0.7 gal/ft^2/day Treatment and Dispersal Zone: 3.13 3.93 N/A <br /> Effluent QualityEff#t Cover Material Required: 0 0 N/A In <br /> Design Flow: 450 gal/day Finished Grade Over Cell: 96.70 95.90 N/A <br /> Max BOD 220 mg/I <br /> Max TSS 150 mg/I <br /> Distribution Cell Septic Tank <br /> Choose chamber type: EZ Flow 3 x 10 cell <br /> Septic Tank Manufacturer: Infiltrator <br /> #of Cells Septic Volume Chosen: 1000 <br /> Laying Length: 10.00 Ft Effluent Filter Selected: Biotube FTS0854-36 <br /> EISA Determined Area: 50.0 Ft2 Note:Access opening of sufficient size to be provided to allow removal of filter. Opening <br /> Open Bottom Area: 35.30 Ft2 to terminate at or above grade. <br /> Chamber Height: 12 Inches <br /> Required Infiltrative Area: 642.9 Ft2 Actual Infiltration Area 650 Ft2 <br /> Total#of Chambers: 13 <br /> Total Cell Length: 130.0 Ft Cross Section of Septic Tank <br /> Vent in 4" in. <br /> Cross Section of Cell manhole cove� <br /> 12"Min. <br /> BWWPW/ TT 16' in <br /> g <br /> All joints to <br /> D3034 or <br /> O \\ Effluent Pipe <br /> Filter � <br /> Y Bedding Under Tank <br /> Plan View of Typical Cell <br /> / J �j J <br /> vA Vin ] VSA V ` <br /> .v J <br /> V > V < n <br />