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CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation test appear to be-suitable for us <br /> with an on-site septic system. A satisfactory soil percolation rat of 7.6 min/in was <br /> observed in the test location. No new construction is proposed a ' time. WF <br /> as <br /> 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 35 to 47 feet. <br /> The ground-water flow direction is to the north-northeast at a rate of approximately <br /> seven to 10 feet per mile in the vicinity of the Site. <br /> A water sample was collected from the domestic/irrigation water well on the Site. <br /> Nitrate was detected at a concentration of 35.3 mg/L-NO3 in the water sample, below <br /> the US EPA's Maximum Contaminant Level (MCL) of 45 mg/L. DBCP was not detected <br /> in the sample. <br /> We believe the Site suitable for development with the use of standard septic systems <br /> utilizing leach lines and sumps or a filter bed. <br /> LOGE 1226 Page 8 <br />