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Inver Grove Heights BORING NUMBER S-1 <br /> N T 1'" 6160 Carmen Avenue East PAGE 1 OF 1 <br /> Inver Grove Heights, MN 55076 <br /> NORTHERN P:651-389-4191 <br /> TECHNOLOLIES,LLC <br /> www.NTigeo.com <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 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 a AT TIME OF DRILLING 9.50 ft/Elev 90.50 ft <br /> LOGGED BY Robert Hawkins CHECKED BY DAS AT END OF DRILLING --- <br /> CAVE IN(ft) --- FROST DEPTH(ft) --- AFTER DRILLING --- <br /> NOTES Elevation assumed 100.0 Feet. <br /> ATTERBERG <br /> Lu z L 8-1 <br /> LIMITS <br /> U L <br /> _ �L o a U <br /> a a 0 MATERIAL DESCRIPTION >O D Q Lu N z Q w U Lu z_ <br /> L� �L a� O� m0> U }„ Oz �g ag (pp L <br /> p <br /> C7 Qz Lu Uz O � 2O �� L� Qz <br /> o U a U a a <br /> w 0 <br /> o.� BITUMINOUS PAVEMENT(8.3 Inches) 99.3 AU <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown, 1 <br /> fine to medium grained, moist,trace gravel <br /> (Fill) SS 7-8-9 <br /> NOTE: Brown to dark brown below 2.0 feet. 2 100 (17) 9 <br /> it <br /> 14.5 95.5 <br /> 5 POORLY GRADED SAND WITH SILT,(SP-SM)brown M SS 89 6-7-6 <br /> to light brown,fine to medium grained, moist to 3 (13) <br /> saturated,medium dense to loose,trace gravel <br /> (Alluvial) <br /> SS 94 3-2-3 <br /> 4 (5) <br /> Q <br /> 10 <br /> SS 89 4-6-5 <br /> 11.0 89.0 5 (11) <br /> Bottom of borehole at 11.0 feet. <br /> 0 <br /> 0 <br /> 0 <br /> z <br /> s <br /> U <br /> O <br /> K <br /> h <br /> U <br /> O <br /> K <br /> Q <br /> Q <br /> O <br /> O <br /> U <br /> U <br /> O <br />