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I <br />I 10560 WAYZATA BOL: -EVARD • NLN,'JETCNKA. NJ- 7X305-1 C2' <br />(5121545-763-, . FAXC s- 2; 546-9_455 <br />SCMOELL & MADSON, INC. <br />ENGINEERS • SURVEYORS • PLANNERS <br />SOILTESTING • ENVIFCNNEN'AL SERVICE - <br />April 28, 1993 <br />Davie Carlson Companies, Inc. <br />896':Garland Court <br />Ede. Prairie, MN 55547 <br />Subject: soil Borings for Big Island <br />Lake Minnetonka <br />SMI Project No. 60589-063 <br />.nt lemen : <br />we were authorized to perform a geotechnical investigation <br />if your property on Big Island in Lake Minnetonka. The purpose <br />of the investigation was to gather information to assist in the <br />evaluation of soil and ground water conditions relative to <br />foundation support. Four hand auger borings were conducted on <br />the site. <br />The soil borings encountered a fine to coarse sand with much <br />gravel in all four holes. The material is very homogeneous below <br />the upper half -foot to one -foot layer of sod and topsoil. Ground <br />water was encountered at 1 -1/2 -foot to 2 feet below existing <br />grade across the site. <br />The boring locations are provided on the attached map. Two <br />borings were done on each of the proposed structures. The logs <br />of the borings indicating the soil types encountered are <br />enclosed. Soil conditions between borings may vary from our <br />observation. Soil identification was performed using ASTM D:2488 <br />(visual -manual procedure). A chart summarizing the <br />classification criteria is also encloFad. No exploration program <br />can fully disclose all sub -surface conditions. If there are <br />changes in the scope of the project, please contact us so that we <br />may review our recommendations and modify them, if necessary. <br />Post -It" brand fax trans-mttai memo 7671 <br />c11 //, 6,5S9 <br />