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Inver Grove Heights BORING NUMBER A-10 <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 11/7/16 COMPLETED 11/7/16 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 AT TIME OF DRILLING ---No Groundwater Observed. <br /> LOGGED BY Robert Hawkins CHECKED BY DAS AT END OF DRILLING --- <br /> CAVE IN(ft) 3.5 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 /> 7APARENT <br /> UMINOUS PAVEMENT(5.0 Inches) AU <br /> AGGREGATE BASE(3.0 Inches) 1 <br /> ORLY GRADED SAND WITH SILT,(SP-SM)light <br /> n,fine to medium grained, moist,trace gravel, SS 83 14-20-18 7 <br /> sible cobbles 2 (38) <br /> w z54.5 TE: Brown to dark brown below 2.0 feet. 95.5 <br /> ZM POORLY GRADED SAND WITH SILT,(SP-SM)brown, SS 100 6-8-12 <br /> w fine to medium grained, moist,dense to medium dense, 3 (20) <br /> trace gravel <br /> (Alluvial) SS 100 4-5-4 <br /> 4 (9) <br /> 10 SS 100 4-5-5 <br /> 11.0 89.0 5 (10) <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 />