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Inver Grove Heights BORING NUMBER S-1 <br /> rA') 6160 Carmen Avenue East PAGE 1 OF 1 <br /> Inver Grove Heights, MN 55076 <br /> NTI- <br /> P.651-389-4191 <br /> T[p1XQ40Gl@S,LLC 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 GROUNDWATER 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 o z w o LIMITS <br /> U of >- ��j w <br /> of <br /> � <br /> ED Q O MATERIAL DESCRIPTION ED > OJ Q w N Q U)Lu U X z <br /> a 0 � a� 0� m0> U� } OZ O� Q� �pLL <br /> U <Z Lu UZ 0 I �0 �J ::j <br /> QZ <br /> 0 � d 0 U <br /> d <br /> 0.7 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 /> 14.5 95.5 <br /> 5 POORLY GRADED SAND WITH SILT,(SP-SM)brownSS 6-7-6 <br /> to light brown,fine to medium grained, moist to 3 89 (13) <br /> saturated,medium dense to loose,trace gravel <br /> (Alluvial) <br /> SS 94 3-2-3 <br /> 4 (5) <br /> 10 Q <br /> SS 89 4-6-5 <br /> 11.0 89.0 5 (11) <br /> w Bottom of borehole at 11.0 feet. <br /> Q <br /> s <br /> ry <br /> Q <br /> Q <br /> Q <br />