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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation test appear to be suitable for use <br /> with an on-site septic system. A satisfactory soil percolation rate of less than 3.6 <br /> min/in was observed in the test location. No new construction is proposed. With a <br /> satisfactory test, the area 100 feet in radius from the test location could be used to <br /> construct a septic system drain field. <br /> The depth of ground water based on recent aquifer levels is approximately 95 to 140 <br /> feet, depending on the season. The ground-water flow direction is uncertain in the <br /> vicinity of the Site. <br /> Because no well is located on the Site, no water sample was collected for this <br /> investigation. Available data for nearby wells indicate highly variable levels of nitrate <br /> and DBCP at wells in the area. <br /> We believe the Site suitable for development with the use of standard septic systems <br /> utilizing leach lines and seepage pits. C6111�) <br /> LOGE 1209 Page 7 <br />