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George & Betty Van Weerdhuizen <br /> April 29, 1992 <br /> Page 2 <br /> The original percolation test borings for parcel #2 were destroyed <br /> by cows grazing on pasture within this parcel . Consequently, a new <br /> 42 inch test boring was drilled and a percolation test performed <br /> on April 21, 1992 . <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 are <br /> varying percolation rates for each of the test borings on the <br /> individual parcels. However, due to the general uniformity of the <br /> clay-silt soil structure and the regionally extensive hardpan, <br /> 12 , 000 square foot leaching area and seepage pits should be <br /> required for each of the four parcels. The sand-silt strata that <br /> was encountered approximately 10 feet below grade during our <br /> exploration and testing procedures is conducive for the percolation <br /> - of sewage effluent through seepage pit systems. <br /> Respectfully submitted, <br /> Q LITY -CONTROL INSPECTION, INC. <br /> J <br /> Jess Wry, P.E. <br /> �Ir f Q-1ity Control J.P Ction <br />