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Gulmon & Weaver <br /> July 20, 1992 <br /> Page 2 <br /> Please find attached the "Field Percolation Testing Report" that <br /> includes test boring locations, percolation rates and recommended <br /> sewage disposal areas. As the test results indicate, there were <br /> no percolation rates for the shallow test borings, and favorable <br /> percolation rates for the deep borings. However, due to the <br /> regionally extensive hardpan layer, 12 , 000 square foot leaching <br /> areas and seepage pits or sumps should be required for each of the <br /> four parcels. The sand-silt strata that was encountered <br /> _ approximately five feet below grade during our exploration and <br /> testing procedures is conducive for the percolation of sewage <br /> effluent through seepage pit or sump systems. <br /> Respectfully submitted, <br /> COQNTROL INSPECTION, INC. <br /> Jess Wry, P.E. <br /> ;(' � Iity Control (nstmction <br />