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0 n <br /> CONCLUSIONS AND RECOMMENDATIONS <br /> S <br /> In summary, the soil conditions near the percolation test appear to be suitable. A <br /> satisfactory soil percolation rate of 17 minutes per inch was observed. The exact <br /> location of any future drain field has not been determined. However, the percolation <br /> tests represent an area of approximately 100 feet in radius. <br /> The depth of ground water based on recent aquifer levels is relatively shallow, <br /> approximately 23 to 48 feet below the ground surface. The ground-water flow direction <br /> is to the north or northeast at a rate of 6.7 to 10 feet per mile. <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 shallow leach lines and sumps up to 10 feet deep. <br /> LOGE0916 Page 8 <br />