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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation tests appear to be suitable. <br /> Satisfactory soil percolation rates of 25 min/in (Parcel 1), 41.6 min/in (Parcel 2), 25 <br /> min/in (Parcel 3), and 16.7 minfin (Parcel 4) were observed. No new construction is <br /> proposed at this time. Each percolation test represents an area of approximately 100 <br /> feet in radius. <br /> The depth of ground water based on recent aquifer levels is relatively shallow, <br /> approximately 14 to 37 feet below the ground surface. The ground-water flow direction <br /> is to the east or northeast at a rate of approximately four feet per mile or less, <br /> depending on seasonal fluctuations. <br /> The on-site domestic water well was tested for nitrate and DBCP. Results of the testing <br /> 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 leach lines with sumps. <br /> LOGE 1116 Page 8 <br />