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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation tests appear to a suitable for use <br /> with an on-site septicsystem. Satisfactory soil percolation rates qi 41.7 minutes per <br /> inch (Parcel 2) and12.5 mi Utes per inch (Parcel 1) were observe . e percolation <br /> tests represent an a . of proximately 100 feet in radius. <br /> The depth of ground water based on recent aquifer levels i 28 to 45 et below the <br /> ground surface. The ground-water flow direction is to the�tEhevst at a rate of <br /> approximately five 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 leach lines and sumps. <br /> LOGE1015 .I I.' Page 8 <br />