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,AL NTI <br />TORTHERN <br />TECHNOLOGIES, LLC <br />CLIENT City of Ramsey <br />PROJECT NUMBER 16.61770.100 <br />DATE STARTED 11/8/16 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Robert Hawkins <br />CAVE IN (ft) 3.5 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN 55076 <br />P: 651-389-4191 <br />www.NTlgeo.com <br />COMPLETED 11/8/16 <br />CHECKED BY DAS <br />FROST DEPTH (ft) --- <br />NOTES Elevation assumed 100.0 Feet. <br />U <br />CI- <br />w <J <br />0 C <br />0 <br />5 <br />10 <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-3 <br />PAGE 1 OF 1 <br />PROJECT NAME Alpine and Sunwood Drive - Street Improvements <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in. <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 7.50 ft / Elev 92.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />o_ o <br />ATTERBERGLIMITS z w o <br />U.W000 d D <br />H� � Z U w <br />dD O. mO> Y Q U12 0 u) Hwp LL <br />U > OZ O- Q- U Z w U Z d 00 J J a J Q Z <br />0 <br />BITUMINOUS PAVEMENT (4.5 Inches) / 996 AU <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown 1 <br />2.0 to dark brown, fine to medium grained, moist, little 98.0 <br />Igravel / Vi SS <br />(Fill) <br />SILTY SAND, (SM) brown, fine to medium grained, <br />moist, medium dense, trace gravel <br />\ (Alluvial) <br />POORLY GRADED SAND, (SP) light brown, fine to <br />medium grained, moist to saturated, medium dense to <br />loose, trace gravel <br />(Alluvial) <br />4. <br />9.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />11.0 fine to medium grained, saturated, loose, trace gravel <br />(Alluvial) / <br />Bottom of borehole at 11.0 feet. <br />95.5 <br />90.5 <br />89.0 <br />94 <br />4-5-4 <br />(9) <br />SS 94 5-6-7 <br />3 (13) <br />SS 89 3-4-3 <br />4 (7) <br />SS 83 3-3-4 <br />(7) <br />9 <br />16 <br />