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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions ar the percolation test appear to be su' A <br /> satisfactory soil percolation rate7of 41.6 minutes per inch was observe No new <br /> construction is proposed. The percolation te4ts represent an area of appr ximately 100 <br /> feet in radius; these results could be sed-for a septic system replacement ea for th <br /> residence should one become necessary in the future. <br /> The depth of ground water based on recent aquifer levels is relatively shallow, <br /> approximately 25 to 35 feet below the ground surface. The ground-water flow direction <br /> is to the northwest or west at a rate of three to five feet per-.mile_ <br /> The on-site domestic water well was tested for hits#e-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 /> LOGE1010 Page 8 <br />