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I Inver Grove Heights BORING NUMBER SB-6 <br /> 6160 Carmen Avenue East PAGE 1 OF 1 <br /> NTI <br /> Inver Grove Heights, MN,55076 <br /> ; Y <br /> y�yr� P:651-389-4191 <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 /> a w w o LIMITS <br /> U (n W <br /> EL a 0 MATERIAL DESCRIPTION W m w z-i a N z z o U_ x w <br /> aD O` m0> Yv Oz (�_ cn LL <br /> O 2iz w CUz O �O � Lu <br /> � Q� Qz <br /> 0 cp a o U a J <br /> a <br /> TOPSOIL(2.0 Inches) SS 1-1-1 <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown, 1 44 (2) <br /> fine to coarse grained,moist,very loose to loose,trace SS 2-3-3 <br /> gravel(FILL) 2 100 (6) 1 <br /> NOTE: Organic soil layer at 1.5 feet. <br /> 100 <br /> SS 3-4-4 <br /> 4.5 866.5X 3 (8) <br /> 5 POORLY GRADED SAND WITH SILT,(SP-SM)brown, <br /> fine to coarse grained,moist,very loose to medium <br /> dense,trace gravel(Glacial Outwash) SS 89 4-4-4 <br /> NOTE: Slight iron oxide staining at 4.5 feet. 4 (8) <br /> SS 100 2-2-2 <br /> 5 (4) <br /> 10 <br /> N SS 4-5-5 <br /> 6 100 (10) <br /> g S� 100 4-5-6 <br /> ( ) <br /> 15 <br /> 0 <br /> 0 <br /> LL NOTE: Soil light brown below 18.0 feet. M SS 3-4-5 <br /> s 8 56 (9) <br /> 0 <br /> 20 <br /> U <br /> O <br /> 4 <br /> wM SS 4-5-5 <br /> 9 78 (10) <br /> 25 <br /> SS 67 5-5-6 <br /> 29.5 841.5 10 (11) <br /> Bottom of borehole at 29.5 feet. <br /> 0 <br /> 0 <br />