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rA?) <br />NT1 <br />TECIFN <br />IMPLO E%INC. <br />BORING NUMBER SB -3 <br />PAGE 1 OF 1 <br />CLIENT City of Ramsey PROJECT NAME Garnet Street & 168th Ave Reconstruction Project <br />PROJECT NUMBER 14.60582.100 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 5/22/14 COMPLETED 5/22/14 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in. H.S.A. <br />LOGGED BY RL CHECKED BY RTM <br />NOTES Elevations provided by the City of Ramsey <br />GROUND ELEVATION 884.52 ft HOLE SIZE 6 inches <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING --- No groundwater observed. <br />AT END OF DRILLING --- <br />AFTER DRI LLI NG --- <br />a <br />Lu <br />0 <br />0 <br />5 <br />10 <br />0 <br />m C7 <br />a0 <br />J <br />C7 <br />MATERIAL DESCRIPTION <br />2" bituminous pavement over 2" aggregate base <br />FILL: CLAYEY SAND - (SC), fine to medium grained, trace gravel, <br />dark brown, moist, loose <br />(Fill) <br />SILTY SAND - (SM), fine grained, brown, moist, very loose to <br />loose <br />(Alluvial) <br />NOTE: Occasional sand (SP) layers below 4 feet. <br />CLAY - (CL), with silt seams, brown to gray at 9 feet, moist, <br />medium <br />(Alluvial) <br />SS <br />1 <br />0 <br />wo <br />Lu <br />>0 <br />w <br />56 <br />2-2-3 <br />(5) <br />HS <br />HS <br />SS <br />2 <br />67 <br />2-3-2 <br />(5) <br />HS <br />HS <br />SS <br />3 <br />78 <br />2-2-2 <br />(4) <br />HS <br />HS <br />SS <br />4 <br />89 <br />2-3-5 <br />(8) <br />HS <br />HS <br />z <br />w <br />a <br />Lu <br />H <br />0 <br />0 <br />a <br />SS <br />5 <br />100 <br />3-3-3 <br />(6) <br />1.50 <br />1- <br />Z U <br />: Q <br />} <br />0 <br />w� <br />Z <br />2O <br />0 <br />8 <br />12 <br />34 <br />ATTERBERG <br />LIMITS <br />0 - <br />J <br />J <br />0 <br />co <br />0 J <br />36 <br />Borehole backfilled with soil cuttings. <br />Boring terminated at 11.0 feet. <br />