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Inver Grove Heights BORING NUMBER SB-6 <br />NTI 6160 Carmen Avenue East PAGE 1 OF 1 <br />Inver Grove Heights, MN, 55076 <br />PIKENTH114M P: 651-389-4191 <br />"CHHMCrM% 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 871 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 10.00 ft / Elev 861.00 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 />ATTERBERG <br />�^ <br />w� <br />0 <br />U <br />_� <br />QO <br />� <br />MATERIAL DESCRIPTION <br />Uj <br />�W <br />J� <br />�� <br />�z <br />�0 <br />>� <br />O� <br />U <br />W <br />>~ J <br />��Q <br />> <br />mOz <br />w <br />0— <br />w� <br />Y <br />U <br />O <br />? Q <br />� <br />W o <br />�� <br />�w <br />If <br />Oz <br />2O <br />LIMITS <br />(n <br />z <br />U_ <br />�� <br />� <br />�� <br />J <br />U <br />�� <br />U) <br />Uw <br />�z <br />J- <br />TOPSOIL (2.0 Inches) <br />SS <br />1 <br />44 <br />1-1-1 <br />(2) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />SS <br />2 <br />100 <br />2-3-3 <br />(6) <br />1 <br />14.5 <br />fine to coarse grained, moist, very loose to loose, trace <br />gravel (FILL) <br />NOTE: Organic soil layer at 1.5 feet. <br />866.5 <br />S3 <br />100 <br />3-8-4 <br />( ) <br />5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to coarse grained, moist, very loose to medium <br />dense, trace gravel (Glacial Outwash) <br />NOTE: Slight iron oxide staining at 4.5 feet. <br />X <br />SS <br />4 <br />89 <br />4-4-4 <br />(8) <br />SS <br />5 <br />100 <br />2-2-2 <br />(4) <br />10 <br />17 <br />SS <br />6 <br />100 <br />4-5-5 <br />(10) <br />SS <br />7 <br />100 <br />4-5-6 <br />(11) <br />15 <br />NOTE: Soil light brown below 18.0 feet. <br />SS <br />8 <br />56 <br />3-4-5 <br />(9) <br />20 <br />SS <br />9 <br />78 <br />4-5-5 <br />(10) <br />25 <br />. <br />29.5 841.5 <br />SS <br />10 <br />67 <br />5-5-6 <br />(11) <br />Bottom of borehole at 29.5 feet. <br />