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(A) 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) 4 <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 />0 <br />5 <br />10 <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-5 <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 7.50 ft / Elev 92.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />BITUMINOUS PAVEMENT (4.8 Inches) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown <br />to dark brown, fine to medium grained, moist, trace <br />gravel <br />(Fill) <br />NOT: Brown to dark brown below 2.0 feet. <br />4.5 95.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist to saturated, medium <br />dense to loose, trace gravel <br />(Alluvial) <br />Q <br />11.0 <br />Bottom of borehole at 11.0 feet. <br />w c <br />a <br />Hw Et^ <br />wm w10 <br />aD Oix <br /><z <br />w <br />co rx <br />co Ca <br />OQ <br />mOZ <br />99_6 AU <br />1 <br />M SS 78 6-6-8 <br />2 (14) <br />SS 83 5-5-6 <br />3 (11) <br />X SS 4 72 3-4-3 <br />(7) <br />M SS 3-4-5 <br />89.0 5 <br />89 <br />(9) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />Lu w o LIMITS <br />d �H <br />w <br />w Z o HW _H UH <br />`-' D CL _H D- w <br />U >- OZ O_ Q_ <br />d Q O J J a J <br />5 <br />