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Inver Grove Heights BORING NUMBER A-9 <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 11/7/16 COMPLETED 11/7/16 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 aAT TIME OF DRILLING 10.50 ft/Elev 89.50 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 ry a� 0� m0> U� } OZ O� Q� �pLL <br /> U <Z Lu UZ 0 0_ �0 �J ::j <br /> QZ <br /> 0 � d 0 U <br /> d <br /> BITUMINOUS PAVEMENT(3.8 Inches) AU <br /> POORLY GRADED SAND WITH SILT,(SP-SM)light 1 <br /> brown to dark brown,fine to medium grained, moist, <br /> trace gravel,possible cobbles SS 8-5-4 <br /> (Fill) 2 22 (9) <br /> 5 38& NOTE: Brown to dark brown with occasional bituminous M SS 13-12-12 <br /> debris below 4.5 feet. 3 89 (24) <br /> 7.0 93.0 <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown, M SS 5-5-3 <br /> fine to medium grained, moist to saturated, loose to 4 100 (8) 6 5 <br /> medium dense,trace gravel <br /> (Alluvial) <br /> 10 SS 5-4-6 <br /> 11.0 89.0 5 78 (10) <br /> w Bottom of borehole at 11.0 feet. <br /> Q <br /> s <br /> ry <br /> Q <br /> Q <br /> Q <br />