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NTI <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />BORING NUMBER SB-1 <br />PAGE 1 OF 1 <br />Inver Grove Heights, MN, 55076 <br />PIKENTH114M <br />"CHHMCrM% LLr <br />P: 651-389-4191 <br />CLIENT Bolton & Menk, Inc. <br />PROJECT NAME Lake Front <br />PROJECT NUMBER 18.MSP.05470.000 <br />PROJECT LOCATION Ramsey, MN <br />DATE STARTED 5/15/18 <br />COMPLETED 5/15/18 <br />GROUND ELEVATION 866.5 feet HOLE SIZE 6 1 /2 in. <br />DRILLING CONTRACTOR NTI <br />GROUND WATER LEVELS: <br />DRILLING METHOD 3 1 /4 in H. S.A <br />�Z AT TIME OF DRILLING 5.50 ft / Elev 861.00 ft <br />LOGGED BY Morgan Bakeman <br />CHECKED BY Steve Gerber <br />AT END OF DRILLING --- <br />CAVE IN (ft) --- <br />FROST DEPTH (ft) --- <br />AFTER DRILLING --- <br />NOTES Elevations provided by client. <br />�^ <br />U <br />_� <br />Uj <br />�W <br />01 <br />�0 <br />J <br />w <br />W o <br />ATTERBERG <br />LIMITS <br />(n <br />U <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 />Z) <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 />0- <br />3.0 <br />5 <br />10 <br />14.5 <br />TOPSOIL (6.0 Inches) / -866 0 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />medium to coarse grained, moist, loose, trace gravel <br />(Glacial Outwash) <br />863.5 <br />POORLY GRADED SAND WITH SILT, (SP-SM) light <br />brown, medium to coarse grained, moist, loose to <br />medium dense, trace gravel (Glacial Outwash) <br />1 <br />Bottom of borehole at 14.5 feet. <br />SS 89 3-3-4 <br />1 (7) <br />SS 7$ 2-3-3 <br />2 (6) <br />SS 2-4-3 <br />3 89 (7) <br />SS 3-4-4 <br />4 89 (8) <br />SS 4-5-4 <br />5 �$ (9) <br />SS 5-5-4 <br />6 56 (9) <br />SS 89 3-4-5 <br />852.0 x 7 (9) <br />6 <br />