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1 <br />{ o <br />.1 <br />11 <br />US Consultants Ltd. <br />SITE LOCATION <br />East of Ruffed Grouse Road, Lino Lakes, Minnesota <br />OWNER <br />Mr. Ed Vaughan <br />PROJECT NAME <br />LOG OF BORING NUMBER <br />372 <br />ARCHITECT - ENGINEER <br />Bridge&Rdwy, Pheasant Hills Preserve 12th Add. <br />0 <br />7d <br />u, <br />0 <br />w <br />DESCRIPTION OF MATERIAL <br />SURFACE ELEVATION +884.1 NGVD <br />HS <br />1 <br />SS <br />H. <br />2 <br />SS <br />1 <br />H1 <br />3 <br />SS <br />1 <br />4 <br />Hti <br />SS <br />1 <br />MR <br />5 <br />SS <br />1 <br />MR <br />6 <br />SS <br />1 <br />2.5 <br />Fibric peat - black - very soft - (Pt) <br />0 <br />Loucks & Associates, Inc. <br />.Q, UNCONFINED COMPRESSIVE STRENGTH <br />TQNS/FT.' <br />2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT CONTENT % LIMIT % <br />*----- • - - - -- <br />10 20 30 40 50 <br />Sandy clay, trace roots, sand seams - brown - firm to loose - <br />5.0 (CL, seams SM) <br />20.0 <br />MR <br />7 <br />ss <br />1 <br />8 <br />MR <br />SS <br />30.5 <br />3 <br />MR <br />9 <br />SS <br />RB <br />10 <br />SS <br />RB <br />11 <br />47.0 <br />11 <br />SS <br />1_ <br />47.0 <br />Fine to coarse sand with layers of peat and organic silt - <br />gray -black - saturated - loose to very loose to very soft - <br />(SW-Pt-OH) <br />Sandy clay, trace gravel - gray - firm to stiff - (CL) <br />STANDARD <br />® PENETRATION BLOWS /FT. <br />10 20 30 40 50 <br />Sandy and clayey silt, little gravel - red -brown - very stiff - <br />(ML-CL) <br />End of boring at 47.0 ft. <br />Boring backfilled with high solids bentonite grout. <br />:1 <br />* CaI brated Penetrometer <br />The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradu <br />WL <br />3.2 ft. WS <br />BORING STARTED <br />3/6/02 <br />STS OFFICE <br />Minneapolis Area - 06 <br />WL <br />BORING COMPLETED <br />3/6/02 <br />ENTERED B <br />DN <br />SHEET NO. <br />1 OF <br />1 <br />WI. <br />RIG/FOREMAN <br />CME- 750 /GD <br />APP'D BY <br />MM <br />STS JOB NO. <br />98623 <br />