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Inver Grove Heights BORING NUMBER SB-3 <br /> 6160 Carmen Avenue East PAGE 1 OF 1 <br /> NTInver Grove Heights, MN,55076 <br /> b�.-[Ha1kM P:651-389-4191 <br /> 17CHHMCrM%LLr <br /> CLIENT Bolton&Menk, Inc. PROJECT NAME Lake Front <br /> PROJECT NUMBER 18.MSP.05470.000 PROJECT LOCATION Ramsey, MN <br /> DATE STARTED 5/15/18 COMPLETED 5/15/18 GROUND ELEVATION 868 feet HOLE SIZE 6 1/2 in. <br /> DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br /> DRILLING METHOD 3 1/4 in H.S.A �Z AT TIME OF DRILLING 5.50 ft/Elev 862.50 ft <br /> LOGGED BY Morgan Bakeman CHECKED BY Steve Gerber AT END OF DRILLING --- <br /> CAVE IN(ft) --- FROST DEPTH(ft) --- AFTER DRILLING --- <br /> NOTES Elevations provided by client. <br /> Uj ATTERBERG <br /> U w W o LIMITS <br /> �^ _� �W �0 >~J 0— �� U (n <br /> w� QO MATERIAL DESCRIPTION J� >� ��Q w� ? Q �w �� �� Uw z <br /> �� O� > Y If � <br /> � �z U mOz U Oz J �z U_ <br /> W O � 2O J J- <br /> 0 <br /> ' ` TOPSOIL(3.0 Inches) SS 33 4-5-5 <br /> POORLY GRADED SAND WITH SILT, (SP-SM)brown, X 1 (10) <br /> medium to coarse grained,moist, loose to medium SS 5-7-7 <br /> dense,trace gravel(Glacial Outwash) 2 100 (14) <br /> NOTE:Slight iron oxide staining at 1.5 feet. <br /> SS 100 3-4-5 <br /> 3 (9) <br /> 5 <br /> 17 <br /> SS 78 3-3-3 <br /> 4 (6) <br /> SS 100 1-3-3 <br /> 5 (6) <br /> 10 <br /> Cn SS 44 4-5-6 <br /> J <br /> 0 6 (11) <br /> z <br /> 0 <br /> L <br /> Y <br /> SS 44 4-5-7 <br /> 7 (12) <br /> o <br /> 15 <br /> a <br /> O <br /> w <br /> c9 <br /> z <br /> 0 <br /> w NOTE:Soil gray at 18.0 feet. SS 5-6-7 <br /> Y <br /> 8 56 (13) <br /> E <br /> U <br /> W 20 <br /> O <br /> co <br /> a <br /> 0 <br /> H <br /> U <br /> w <br /> O <br /> a <br /> w <br /> 25 <br /> SS 56 5-5-7 <br /> N <br /> 27.0 841.0 9 (12) <br /> Bottom of borehole at 27.0 feet. <br /> 0 <br /> 0 <br /> N <br /> H <br /> Z <br /> W <br /> z <br /> O <br /> 2 <br /> H <br /> w <br /> U) <br /> J <br /> a <br /> w <br /> z <br /> w <br /> c9 <br /> CD <br /> O <br /> J <br /> Z <br />