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Data entry, Design Criteria and Sizing <br /> Residential strength waste water<30ml FOG <220MGfi,<150MG/L TSS <br /> Anticipated effluent for In-ground treatment and dispersal after pretreatment unit will be <br /> 3 Bedroom Home Estimated flow= 300 <br /> 300 x 1.5=450 <br /> (Floor drains will u.finished floor in mechanirnl room. <br /> Design Calculations <br /> In situ design loading rate <br /> Depth to estimated high water <br /> Depth to Bed Rock <br /> Cross slope at system <br /> Trench sizing <br /> 450 gpd/.7 gpd per sq ft 843 sq ft minimum effective area for medium sands. <br /> Install Quick 4chambers 3' wide cells. 450/5- 1301inier feet of cell min. <br /> Propose 2 cells 65'in length. 130 linear feet <br /> Total proposed sq ft area 450 sq ft d 2 <br /> Page 2-10 <br />