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Painter's Creek Development 3 December 9, 1983 <br /> in each of the proposed areas was initiall determined by excavating <br /> a test pit in the center of [he originally designated areas. In areas <br /> where the seasonal groundwater table was e countered at a de th of less <br /> than 4 ft. , the drainfield areas were r�lo ated to areas where satisfactory <br /> results were obtained. A sketch is attach d with this report showing the <br /> final locations as tested. <br /> A minimum of two percolation tests we e conducted in each of the <br /> designated areas. Percolation test No. 1 as located 30 ft. in either a <br /> northerly or easterly direction along the en th of the drainfieid area <br /> from the center of the drainfield area. T e actual direction would depend <br /> on the orientation of the drainfield. �er olation test No. 2 was located <br /> 30 ft. from the center in the opposite dir ction. <br /> In the preliminary drainfield areas, wo additional percolation tests <br /> were performed. Percolation test No. 3 wa located 10 ft. in either the <br /> northerly or easterly direction along with width of the drainfield area from <br /> the center, and percolation test No. 4 was located 10 ft. from the center <br /> in the opposite direction. In addition, a second test pit was excavated at <br /> the location of the percolation test No. 1 <br /> PT-3 <br /> PT-2 O Sa-� PT-I <br /> 58-2 <br /> PT-4 <br /> � <br /> � <br /> � <br />