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Inver Grove Heights BORING NUMBER A-5 <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 aAT 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 o z w o LIMITS <br /> U of >- ��j w <br /> of <br /> Lu of D � <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(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 /> (Fill) <br /> 4.5 95.5 <br /> 5 CLAYEY SAND, (SC)dark brown to black,fine to SS 8-11-14 <br /> medium grained,moist,trace gravel,occasional 3 78 (25) 8 15 <br /> bituminous debris,trace organics <br /> 7.0 (FIII) 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) SS 89 3-4-3 <br /> 11.0 89.0 5 (7) <br /> w Bottom of borehole at 11.0 feet. <br /> Q <br /> s <br /> ry <br /> Q <br /> Q <br /> Q <br />