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^consultants Ltd. <br />•OCATION <br />ast of Ru <br />OWNER <br />Mr. Ed Vaughan <br />PROJECT NAME <br />Bridge &Rdwy, Pheasant Hills Preserve 12th A <br />LOG OF BORING NUMBER <br />374 <br />ffe <br />d <br />Grouse Road, Lino Lakes, Minnesota <br />ARCHITECT - ENGINEER <br />dd. Loucks & Associates, Inc. <br />!1! <br />el <br />zz <br />S5� <br />SAMPLE DISTANCE <br />RECOVERY <br />DESCRIPTION OF MATERIAL <br />SURFACE ELEVATION +891.0 NGVD <br />0.6 <br />1 <br />SS <br />2 <br />HS <br />SS <br />HS <br />— SS <br />IS <br />7.5 <br />4 <br />SS <br />10.0 <br />Organic sandy silt, trace roots - black - (OL) <br />c,, • <br />z <br />� m <br />.a UNCONFINED COMPRESSIVE STRENGTH <br />TONS /FT.' <br />1 2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT % CONTENT % LIMIT % <br />---- •- - - --t1 <br />10 20 30 40 50 <br />Silty fine to medium sand, trace roots to 4 ft. depth - dark <br />brown to brown - moist - loose to medium dense - (SM) <br />STANDARD <br />® PENETRATION BLOWS /FT. <br />10 20 30 40 50 <br />Sandy clay, trace gravel - gray, rust leaching - stiff to very stiff - <br />12 <br />*Cal <br />End of boring at 10.0 ft. <br />Boring backfilled with cuttings. <br />brated <br />Penetrometer <br />tetra ification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. <br />ry <br />BORING STARTED <br />3/6/02 <br />STS OFFICE <br />Minneapolis Area - 06 <br />BORING COMPLETED <br />3/6/02 <br />ENTERED DB <br />SHEET NO. <br />1 OF <br />1 <br />RIG/FOREMAN <br />CME- 750 /GD <br />APP'D BY <br />MM <br />STS JOB NO. <br />98623 <br />