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1 <br />ILl.- <br />STS Consultants Ltd. <br />SITE LOCATION <br />East of Ruffed Grouse Road, Lino Lakes, Minnesota <br />OWNER <br />Mr. Ed Vaughan <br />LOG OF BORING NUMBER <br />373 <br />PROJECT NAME ARCHITECT- ENGINEER <br />Bridge &Rdwy, Pheasant Hills Preserve 12th Add. Loucks & Associates, Inc. <br />1 <br />SS <br />DESCRIPTION OF MATERIAL <br />2.5 <br />HS <br />SURFACE ELEVATION +886.9 NGVD <br />3.0 <br />Organic sandy clay, trace gravel and roots - black - firm - (OL) <br />5 <br />0 <br />UNCONFINED COMPRESSIVE STRENGTH <br />TANS /FT.' <br />1 2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT % CONTENT % LIMIT % <br />X-- -- -•- - - --t) <br />t0 20 30 40 50 <br />STANDARD <br />0 PENETRATION BLOWS /FT. <br />10 20 30 40 50 <br />2 <br />SS <br />5.0 <br />HS <br />5.0 <br />Fine to coarse sand, trace roots - gray - wet - loose - (SW) <br />3 <br />SS <br />7.5 <br />HS <br />10.0 <br />Sandy clay, trace gravel - gray - firm to stiff - (CL) <br />9.0 <br />,7 <br />10.0 <br />Fine to coarse sand, little gravel - red -brown - saturated - loose <br />- (SW) <br />• <br />0 <br />J <br />* CaI brated Penetr ometer <br />End of boring at 10.0 ft. <br />Boring backfilled with cuttings. <br />The stratification lines represent the approximate boundary lines between soil types: n situ, the transition may be gradual. <br />WL <br />5.5 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 DN <br />SHEET NO. 1 OF 1 <br />RIG /FOREMAN • <br />CME- 750 /GD <br />APP'D BY <br />MM <br />STS JOB NO. <br />98623 <br />