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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions in the percolation test locations appear to be suitable for <br /> use with on-site septic systems. Satisfactory soil percolation rates of less than 5.0 <br /> min/in (Parcel 1) and less than 4.4 min/in (Parcel 2) were observed in the test locations. <br /> Mr. Mathfallu plans to build a new house on Parcel 2. With a satisfactory test, the area <br /> 200 feet in radius from the test location could be used to construct a septic system drain <br /> field. <br /> The depth of ground water based on recent aquifer levels is approximately 55 feet <br /> below ground surface. The ground-water flow direction could not be calculated. <br /> A water sample was collected from the domestic water well. Nitrate was detected at a <br /> concentration of 1.7 mg/L-NO3 in the water sample, below the US EPA's Maximum <br /> Contaminant Level (MCL) of 45 mg/L. DBCP was not detected in the sample. <br /> We believe the Site suitable for the use of standard septic systems. <br /> LOGE 1422 Page 8 <br />