Laserfiche WebLink
CONCLUSIONS AND RECOMMENDATIONS <br /> In summary, the soil conditions near the percolation tests appear to be suitable for use <br /> with an on-site septic system. Satisfactory soil percolation rates of less than 4.5 min/in <br /> (Parcel 1, shallow), less than 3.7 min/in (Parcel 1, deep), less than 3.1 min/in (Parcel 2, <br /> deep), and 3.2 min/in (Parcel 3, shallow) were observed in the test locations. No new <br /> construction is proposed at this time. With a satisfactory test, the area 100 feet in <br /> radius from the test location could be used to construct a septic system drain field. <br /> The depth of ground water based on recent aquifer levels is relatively deep, <br /> approximately 94 to 173 feet below the ground surface, depending on the season. The <br /> ground-water flow direction is to the west or west-southwest at a rate of approximately <br /> 13 to 17 feet per mile in the vicinity of the Site. <br /> The on-site domestic water well is currently out of service. No water sample was <br /> collected as part of this report. <br /> We believe the Site suitable for development with the use of standard septic systems <br /> utilizing leach lines and seepage pits. <br /> LOGE 1107 Page 9 <br />