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n <br /> CONCLUSIONS AND RECOMMENDATIONS <br /> Ins maty, the soil n near the percolation tests appear to a sup ble for use <br /> witt a standard septic Satisfactory soil percolation rates of 4.5 inutes per <br /> me (Parcel 1) and inutes per inch (Parcel 2) were obs'tqved. No new <br /> construc ion is propose . <br /> The depth of ground water based on recent aquifer levels is approximately0 to <br /> feet below the ground surface, depending on the season. The ground-wa er flow <br /> direction is to rthwest at a rate of 7.7 to 14.2 feet per mile. <br /> There a e no wells o the Site; a water sample was not collected. <br /> We believe a Site suitable for development with the use of standard septic systems <br /> utilizing leach lines and seepage pits. <br /> LOGE1018 Page 7 <br />