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Inver Grove Heights BORING NUMBER S-5 <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 7.50 ft/Elev 92.50 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 w 8-1 <br /> LIMITS <br /> U w 3: <br /> _ �w o a U <br /> a a 0 MATERIAL DESCRIPTION >O D Q Lu N z Q w U Lu z_ <br /> Lug �� a� O� m0> U" }„ Oz �g ag (po a <br /> p <br /> C7 Qz Lu Uz O � 2O �� �� 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 /> to dark brown,fine to medium grained,moist,trace <br /> gravelSS 6-6-8 <br /> 78 5 <br /> (Fill) 2 (14) <br /> NOT: Brown to dark brown below 2.0 feet. <br /> 4.5 95.5 <br /> 5 POORLY GRADED SAND WITH SILT,(SP-SM)brown, SS 83 5-5-6 <br /> fine to medium grained, moist to saturated, medium 3 (11) <br /> dense to loose,trace gravel <br /> (Alluvial) <br /> QSS 72 3-4-3 <br /> 4 (7) <br /> 10 SS 89 3-4-5 <br /> 11.0 <br /> 89.Or5 (9) <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 />