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Inver Grove Heights BORING NUMBER S-11 <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 /> TECHNOLOLIE5,111 <br /> www.NTlgeo.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) 4 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 w N z Q w U W z_ <br /> L� �L a� O� m0> U }„ Oz �g ag (pp L <br /> p <br /> C7 Qz w Uz O � 2O �� L� Qz <br /> o U a U a a <br /> w 0 <br /> BITUMINOUS PAVEMENT(4.8 Inches) AU <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown 1 <br /> 2.0 to dark brown,fine to medium grained,moist,trace 98.0 <br /> gravelSS 89 3-4-5 <br /> (Fill) 2 (9) <br /> w POORLY GRADED SAND,(SP)light brown,fine to <br /> medium grained,moist, medium dense to very loose, <br /> z 5 trace gravel SS 94 3-3-3 5 <br /> w (Alluvial) 3 (6) 4 <br /> SS 83 2-2-2 <br /> 4 (4) <br /> 9.5 90.5 <br /> 10 POORLY GRADED SAND WITH SILT,(SP-SM)brownSS 78 3-3-4 <br /> 11.0 to light brown,fine to medium grained,saturated,loose, 89t4 5 (7) <br /> trace gravel <br /> (Alluvial) <br /> Bottom of borehole at 11.0 feet. <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 />