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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) --- <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 />H a (0 <br />w <J <br />o <br />0 <br />ROJECTS\2016 PROJECTS,ALP INE AND SUNWO <br />MATERIAL DESCRIPTION <br />BORING NUMBER S-1 <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 9.50 ft / Elev 90.50 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <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 />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 />Bottom of borehole at 11.0 feet. <br />c <br />0 <br />w0 <br />o <br />w <br />99.3 AU <br />1 <br />NZS 100 7-8-9 <br />(17) <br />95.5 <br />X <br />X SS 4 94 3-2-3 <br />(5) <br />M SS 4-6-5 <br />89.0 5 <br />SS 89 6-7-6 <br />3 <br />89 <br />(13) <br />(11) <br />HOLE SIZE 6 1/2 in. <br />ATTERBERG <br />Lu w o LIMITS <br />o_ �H <br />w <br />w Z o HW _H UH <br />Y`-' D CL _H D- w <br />U >- OZ 0_ Q_ <br />d Q O J J a J <br />9 <br />