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Inver Grove Heights BORING NUMBER A-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 10.00 ft/Elev 90.00 ft <br /> LOGGED BY Robert Hawkins CHECKED BY DAS AT END OF DRILLING --- <br /> CAVE IN(ft) 6 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 /> BITUMINOUS PAVEMENT(4.8 Inches) AU <br /> APPARENT AGGREGATE BASE(4.5 Inches) 1 <br /> POORLY GRADED SAND WITH CLAY, (SP-SC)brown <br /> to dark brown,fine to medium grained,moist,trace SS 89 5-5-6 7 <br /> gravel 2 (11) 9 <br /> w (Fill) <br /> 4.5 95.5 <br /> 5 CLAYEY SAND, (SC)dark brown to black,fine to SS 78 8-11-14 8 <br /> z medium grained,moist,trace gravel,occasional 3 (25) 15 <br /> bituminous debris,trace organics <br /> Z <br /> 7.0 (Fill) 93.0 <br /> NOTE: Organic content at 4.5 feet= 1.5%. SS 6-5-5 <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown 4 67 (10) <br /> to,fine to medium grained, moist to saturated, medium <br /> 10 dense to loose,trace gravel <br /> (Alluvial) V1 SS89 3-4-3 1z <br /> 11.0 89.0 5 (7) <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 />