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(SI NTI- <br />NORTH <br />ERN <br />FTECHNOLOGIES,LL[ <br />CLIENT City of Ramsey <br />PROJECT NUMBER 16.61770.100 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN 55076 <br />P: 651-389-4191 <br />www.NTIgeo.corn <br />DATE STARTED 11/7/16 COMPLETED 11/7/16 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Robert Hawkins CHECKED BY DAS <br />CAVE IN (ft) --- FROST DEPTH (ft) --- <br />NOTES Elevation assumed 100.0 Feet. <br />BORING NUMBER A-9 <br />PAGE 1 OF 1 <br />PROJECT NAME Alpine and Sunwood Drive - Street Improvements <br />PROJECT LOCATION Ramsey MN <br />GROUND ELEVATION 100 ft <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 10.50 ft / Elev 89.50 ft <br />HOLE SIZE 6 1/2 in. <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />a- <br />Lu <br />0 <br />0 <br />5 <br />10 <br />0 <br />m C7 <br />00 <br />J <br />C7 <br />MATERIAL DESCRIPTION <br />0 3 `\ BITUMINOUS PAVEMENT (3.8 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) light <br />brown to dark brown, fine to medium grained, moist, <br />trace gravel, possible cobbles <br />(Fill) <br />NOTE: Brown to dark brown with occasional bituminous <br />debris below 4.5 feet. <br />p 997 <br />7.0 93.0 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist to saturated, loose to <br />medium dense, trace gravel <br />(Alluvial) <br />89.0 <br />i <br />AU <br />1 <br />WLu <br />O� <br />W <br />SS <br />2 <br />22 <br />8-5-4 <br />(9) <br />SS <br />3 <br />89 <br />13-12-12 <br />(24) <br />SS <br />4 <br />100 <br />5-5-3 <br />(8) <br />SS <br />5 <br />78 <br />5-4-6 <br />(10) <br />z <br />W <br />0 <br />H <br />0 <br />0 <br />0 <br />W� <br />Z <br />2O <br />0 <br />ATTERBERG <br />LIMITS <br />6 <br />0 <br />a <br />J <br />0 <br />co <br />0 <br />W <br />Z <br />L <br />5 <br />Bottom of borehole at 11.0 feet. <br />