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« <br />b <br />mi <br />i <br />b . <br />b <br />b <br />•ost suitable for on-site sewage disposal systems. He <br />also studied the proposed plat and topographic map to <br />determine how the locations of the hones, wells, and <br />drainfields would best be located on each lot. These <br />proposed locations are shown on Figure 1 and are considered <br />preliminary. At the time that building permits for each <br />particular lot are applied for, final locations of these <br />site features will be set; of course, the drainfields <br />must be constructed on the locations tested unless another <br />test is made. <br />Our field work included drilling six percolation <br />test holes and three soil borings for each lot. All of <br />the percolation test holes were six inches in diameter <br />and three feet deep. Each of the soil borings were eight <br />feet deep. As each hole was drilled, a record was made <br />of' the soils encountered. All of the soils information <br />which we developed was added to that of Hennepin Soil <br />and Hater Conservation District and a revised soils maps <br />was prepared for the site. The depth co the water table <br />was recorded when encountered. Percolation tests were <br />porformed in accordance with HPC 40 of the State of <br />Minnesota. <br />The details and results of the test are discussed <br />for each lot separately below. <br />0^