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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation tests appear to be suitable for use <br /> with a standard septic system. Satisfactory soil percolation rates of 13.2 minutes per <br /> inch (mpi; Parcel 1), 35.7 mpi (Parcel 2), 4.2 mpi (Parcel 3), and 35.7 mpi (Parcel 4) <br /> were observed. No new construction is proposed. <br /> The depth of ground water based on recent aquifer levels is approximately 90 to 130 <br /> feet below the ground surface. The ground water flow direction is to the northwest at a <br /> rate of approximately 8 to 12 feet per mile. <br /> Both on-site domestic water wells were tested for nitrate and DBCP. Results of the <br /> testing will be forwarded once they are received from the laboratory. <br /> We believe the Site suitable for development with the use of standard septic systems <br /> utilizing [each lines and seepage pits. <br /> 4 ! <br /> LOGE1030 Page 6 <br />