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NTI <br />NORTHERN <br />TECHNOLOGIES, <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 />BORING NUMBER S-1 <br />PAGE 1 OF 1 <br />CLIENT City of Ramsey PROJECT NAME Alpine and Sunwood Drive - Street Improvements <br />PROJECT NUMBER 16.61770.100 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 11/8/16 COMPLETED 11/8/16 <br />GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in. <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING 9.50 ft / Elev 90.50 ft <br />LOGGED BY Robert Hawkins <br />CAVE IN (ft) --- <br />CHECKED BY DAS AT END OF DRILLING --- <br />FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevation assumed 100.0 Feet. <br />a- <br />Lu <br />0 <br />0 <br />5 <br />U_ <br />I <br />00 <br />J <br />C7 <br />MATERIAL DESCRIPTION <br />0.7 BITUMINOUS PAVEMENT (8.3 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, trace gravel <br />(Fill) <br />NOTE: Brown to dark brown below 2.0 feet. <br />99.3 <br />4.5 95.5 <br />i <br />AU <br />1 <br />WLu <br />O� <br />W <br />SS <br />2 <br />100 <br />7-8-9 <br />(17) <br />10 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />to light brown, fine to medium grained, moist to <br />saturated, medium dense to loose, trace gravel <br />(Alluvial) <br />Q <br />11.0 89.0 <br />SS <br />3 <br />89 <br />6-7-6 <br />(13) <br />SS <br />4 <br />94 <br />3-2-3 <br />(5) <br />SS <br />5 <br />89 <br />4-6-5 <br />(11) <br />z <br />W <br />0 <br />Lu <br />U <br />0 <br />0 <br />W� <br />DZ <br />2O <br />0 <br />ATTERBERG <br />LIMITS <br />9 <br />0 <br />a <br />J <br />0 <br />co <br />0 <br />W <br />Z <br />L <br />Bottom of borehole at 11.0 feet. <br />