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1 <br />$TS Consultants Ltd. <br />SITE LOCATION <br />OWNER <br />Mr. Ed Vaughan <br />PROJECT NAME <br />Bridge &Rdwy, Pheasant Hills Preserve 12th <br />LOG OF BORING NUMBER <br />369 <br />East of Ruffed Grouse Road, Lino Lakes, Minnesota <br />ARCHITECT - ENGINEER <br />dd. Loucks & Associates, Inc. <br />E O <br />g a <br />O <br />O <br />Z <br />a <br />f/) <br />U <br />F G <br />J <br />0. <br />N <br />cc <br />0 <br />w <br />cc <br />DESCRIPTION OF MATERIAL <br />SURFACE ELEVATION +886.3 NGVD <br />1 <br />SS <br />1.5 <br />2.5 <br />HS <br />2 <br />SS <br />5.0 <br />HS <br />5.5 <br />Peaty organic silt, trace roots - black - (OH -Pt) <br />rt <br />0 <br />Z <br />UNCONFINED COMPRESSIVE STRENGTH <br />Ti/NS/FT,' <br />2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT % CONTENT % LIMIT % <br />10 20 30 40 50 <br />Silt and organic silt - whitish -gray - moist to wet - loose to firm - <br />(ML-OL) <br />3 <br />SS <br />7.5 <br />HS <br />8.0 <br />10.0 <br />4 <br />SS <br />10.0 <br />Silty clay - gray - firm - (CH) <br />STANDARD <br />O PENETRATION BLOWS/FT. <br />10 20 30 40 50 <br />Sandy clay, trace gravel - gray- brown, rust leaching - stiff - (CL) <br />*Cal <br />End of boring at 10.0 ft. <br />Boring backfilled with cuttings. <br />brated Penet <br />meter <br />BORING LOG <br />WL <br />WL <br />WL <br />The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. <br />4.5 ft. WS <br />BORING STARTED <br />3/6/02 <br />STS OFFICE <br />Minneapolis Area • 06 <br />Dry ACR <br />BORING COMPLETED <br />3/6/02 <br />RIG /FOREMAN <br />CME- 750 /GD <br />ENTERED DN <br />APP'D BY <br />MM <br />SHEET NO. OF <br />1 1 <br />STS .108 NO. <br />• 98623 <br />