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CliIII) <br />NORTHERN T <br />\or ri., TECHNOLOGIES, LLC <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />CLIENT Bolton & Menk, Inc. PROJECT NAME Lake Front <br />BORING NUMBER SB-9 <br />PAGE 1 OF 1 <br />PROJECT NUMBER 18.MSP.05470.000 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 5/15/18 COMPLETED 5/15/18 <br />GROUND ELEVATION 870.5 feet HOLE SIZE 6 1/2 in. <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A 1 AT TIME OF DRILLING 10.50 ft / Elev 860.00 ft <br />LOGGED BY Morgan Bakeman <br />CHECKED BY Steve Gerber AT END OF DRILLING --- <br />CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevations provided by client. <br />5 <br />U <br />10 <br />QO <br />f J <br />MATERIAL DESCRIPTION <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />medium to coarse grained, moist, loose, trace gravel <br />(Fill) <br />4.5 866.0 <br />w <br />>-Q <br />1— in <br />Lu m <br />2z <br />SS <br />1 <br />0 <br />w <br />>� OD <br />o <br />100 <br />2-3-3 <br />(6) <br />SS <br />2 <br />100 <br />3-3-3 <br />(6) <br />SS <br />3 <br />100 <br />3-2-3 <br />(5) <br />10 <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 />NOTE: Soil coarse grained at 11.0 feet. <br />14.5 856.0 <br />SS <br />4 <br />89 <br />3-4-4 <br />(8) <br />SS <br />5 <br />100 <br />3-2-3 <br />(5) <br />SS <br />6 <br />100 <br />3-4-4 <br />(8) <br />SS <br />7 <br />89 <br />4-5-5 <br />(10) <br />z <br />0 <br />I- <br />wu) <br />0 <br />0 <br />0_ <br />w� <br />D~ <br />I_ Z <br />COw <br />Oz <br />2O <br />0 <br />ATTERBERG <br />LIMITS <br />o,_ <br />0 J <br />J <br />0 <br />J <br />0_ <br />7 <br />Bottom of borehole at 14.5 feet. <br />