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rt ►a r — r' — 'd o r P% ♦ _ . - . L, .-. A-, ._ _ _ ._ _ � . _ . . <br />6CHOELL & MAOSONs INC. <br />ENGiNEEPS • SJR' 'VCRa 0 P.,AMEnS <br />SOIL TESTING • ENVIFiONNEN'AL SERVICES <br />I ;coowAYZATASCUL.EVAFD • v,ygTG�Yc,a vr. 55335 -Ir -25 <br />16121548-7601 • FAX 161;L1 54"Me3 .�...` <br />April 28, 1993 <br />N <br />A <br />Davila Carlson Companies, Inc. <br />89e -:Garland Court <br />Ede Prairie, MN 55347 <br />Subject: Soil Borings for Big Island <br />Lake Minnetonka <br />SMI Project No. 60589-063 <br />:ntlemen: <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 suppoi.t. 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 propossd 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 enclosed. 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 tra^smiLal rrerno 7671 -1 °r Dw•• <br />(:b 1->J- 0U <br />opt <br />°�•'93y - yaS <br />