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rAili. T14.1 Pla <br />CLIENT Bolton & Menk, Inc. <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />PROJECT NUMBER 18.MSP.05470.000 <br />DATE STARTED 5/15/18 <br />DRILLING CONTRACTOR NTI <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Morgan Bakeman CHECKED BY <br />COMPLETED 5/15/18 <br />Steve Gerber <br />CAVE IN (ft) --- FROST DEPTH (ft) --- <br />NOTES Elevations provided by client. <br />5 <br />15 <br />20 <br />25 <br />MATERIAL DESCRIPTION <br />BORING NUMBER SB-6 <br />PAGE 1 OF 1 <br />PROJECT NAME Lake Front <br />PROJECT LOCATION Ramsey, MN <br />GROUND ELEVATION 871 feet <br />GROUND WATER LEVELS: <br />AT TIME OF DRILLING 10.00 ft / Elev 861.00 ft <br />AT END OF DRILLING --- <br />AFTER DRILLING --- <br />10.2 \ TOPSOIL (2.0 Inches) `1870.8/ <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to coarse grained, moist, very loose to loose, trace <br />gravel (FILL) <br />NOTE: Organic soil layer at 1.5 feet. <br />4.5 866.5 <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 />29.5 <br />NOTE: Soil light brown below 18.0 feet. <br />Bottom of borehole at 29.5 feet. <br />841.5 <br />w <br />>-D <br />1— in <br />Lu m <br />2z <br />SS <br />1 <br />SS <br />2 <br />SS <br />3 <br />>- <br />w0 <br />o <br />44 <br />100 <br />100 <br />SS 89 <br />4 <br />SS 100 <br />5 <br />1-1-1 <br />(2) <br />2-3-3 <br />(6) <br />3-4-4 <br />(8) <br />4-4-4 <br />(8) <br />2-2-2 <br />(4) <br />SS 100 <br />64-5-5 <br />10 5 <br />(10) <br />SS 7 100 4( 116 <br />) <br />SS 56 <br />8 <br />SS 78 <br />9 <br />3-4-5 <br />(9) <br />4-5-5 <br />(10) <br />SS 67 5-5-6 <br />10 (11) <br />0 J <br />J <br />HOLE SIZE 6 1 /2 in. <br />ATTERBERG <br />LIMITS <br />>- <br />z <br />w <br />1 <br />