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Inver Grove Heights <br />NTI 6160 Carmen Avenue East <br />BORING NUMBER SB-2 <br />PAGE 1 OF 1 <br />Inver Grove Heights, MN, 55076 <br />PIKENTH114M P: 651-389-4191 <br />"CHHMCrM% LLr <br />CLIENT Bolton & Menk, Inc. <br />PROJECT NAME <br />Lake <br />Front <br />PROJECT NUMBER 18.MSP.05470.000 <br />PROJECT LOCATION <br />Ramsey, MN <br />DATE STARTED 5/15/18 COMPLETED 5/15/18 <br />GROUND ELEVATION <br />862 feet <br />HOLE SIZE 6 1 /2 in. <br />DRILLING CONTRACTOR NTI <br />GROUND WATER <br />LEVELS: <br />DRILLING METHOD 3 1 /4 in H. S.A <br />�Z AT TIME OF DRILLING 4.00 ft / Elev 858.00 ft <br />LOGGED BY Morgan Bakeman CHECKED BY Steve Gerber <br />AT END OF <br />DRILLING --- <br />CAVE IN (ft) --- FROST DEPTH (ft) --- <br />AFTER DRILLING <br />--- <br />NOTES Elevations provided by client. <br />ATTERBERG <br />Uj <br />w <br />W o <br />LIMITS <br />U <br />�^ <br />U <br />_� <br />�W <br />�0 <br />>~ J <br />0— <br />�� <br />(n <br />w� <br />QO <br />MATERIAL DESCRIPTION <br />J� <br />�� <br />>� <br />O� <br />��Q <br />> <br />w� <br />Y <br />? Q <br />�w <br />If <br />�� <br />� <br />�� <br />Uw <br />z <br />� <br />�z <br />U <br />mOz <br />U <br />Oz <br />�� <br />U) <br />�z <br />U_ <br />W <br />O <br />� <br />2O <br />J <br />J- <br />0 <br />TOPSOIL (2.0 Inches) <br />SS <br />3-3-4 <br />1 <br />44 <br />(7) <br />1.5 POORLY GRADED SAND WITH SILT, (SP-SM) brown, 860.5 <br />medium to coarse grained, moist, loose, trace gravel <br />SS <br />4-5-7 <br />(FILL) <br />2 <br />89 <br />(12) <br />POORLY GRADED SAND WITH SILT, (SP-SM) light <br />SS <br />4-7-7 <br />7 brown, medium to coarse grained, moist, loose to <br />3 <br />56 <br />(14) <br />5 <br />medium dense, trace gravel (Glacial Outwash) <br />SS <br />78 <br />3-3-3 <br />4 <br />(6) <br />NOTE: Soil gray at 8.0 feet <br />SS <br />4-4-4 <br />5 <br />89 <br />(8) <br />10 <br />SS <br />100 <br />4-5-4 <br />6 <br />(9) <br />NOTE: Soil light brown at 13.0 feet. <br />SS <br />5-5-6 <br />7 <br />89 <br />(11) <br />15 <br />NOTE: Gravel layer at 18.0 feet. <br />SS <br />5-7-7 <br />NOTE: Soil gray at 18.0 feet. <br />x <br />8 <br />56 <br />(14) <br />20 <br />X <br />SS <br />67 <br />5-5-5 <br />24.5 <br />837.5 <br />9 <br />(10) <br />Bottom of borehole at 24.5 feet. <br />