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ENGINEERING CO. <br />/ GEOTECHNICAL <br />Phone 474 7964 Fax 474 8267 <br />At your request, we have conducted a preliminary investigation of <br />soil conditions on your site at the locations you specified. <br />The following is a tabulation of data about your site: <br />Site Address: <br />1685 Concordia <br />City <br />ADVANCE SUR VEYING & <br />Legal Description: <br />SURVFYING / ENGINEERING <br />Benchmark: <br />5300 Highway 101 South, Minnetonka, MN 55345 <br />Datum: <br />the North American Datum <br />August 31, 1995 <br />Mr. Tom Palm <br />' <br />1685 Concordia <br />Wayzata, MN 55391 <br />Phone: 471-7711 <br />t <br />_ <br />Dear Tom: <br />ENGINEERING CO. <br />/ GEOTECHNICAL <br />Phone 474 7964 Fax 474 8267 <br />At your request, we have conducted a preliminary investigation of <br />soil conditions on your site at the locations you specified. <br />The following is a tabulation of data about your site: <br />Site Address: <br />1685 Concordia <br />City <br />Orono, Minnesota <br />Legal Description: <br />PID # 17-117_-23-22-0022 <br />Benchmark: <br />Elevation of Lake Minnetonka = 929 <br />Datum: <br />the North American Datum <br />METHODS: <br />The investigation consisted of exploratory soil borings to aid in <br />identifying soil and water conditions. We have indicated the <br />approximate locations of the borings on an attached site plan sketch. <br />Elevations are very approximate. <br />Borings were taken with a truck mounted CME 45 drill rig using <br />solid stem continuous—flight augers. Soils encountered in the <br />borings were visually and manually examined in the field by the <br />' soils engineer. The soils are classified on the basis of texture and <br />plastricity in accordance with ASTM D2487 "Unified Soil <br />Classification System" and a chart explaining that system is attached. <br />