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Inver Grove Heights BORING NUMBER SB-4 <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 868 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 9.00 ft/Elev 859.00 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(3.0 Inches) SS 2-4-4 <br /> 1.5 POORLY GRADED SAND WITH SILT,(SP-SM)dark 866.5 1 89 (8) <br /> brown,medium to coarse grained,moist,loose,trace SS 3-4-5 <br /> gravel(FILL) 2 100 (9) <br /> POORLY GRADED SAND WITH SILT,(SP-SM)light <br /> brown,medium to coarse grained,moist,loose to 3S 100 3(43 <br /> 5 medium dense,trace gravel(Glacial Outwash) <br /> SS 100 3-3-3 <br /> 4 (6) <br /> SS 3-3-5 <br /> S 5 78 (8) <br /> 10 <br /> N NOTE: Gray soil at 10.5 feet. SS 3-6-5 <br /> 0 6 56 (11) <br /> 0 <br /> g NOTE: Brown soil layer at 13.0 feet. SS 56 3-3-4 <br /> 7 (7) <br /> 15 <br /> 0 <br /> 0 <br /> LLM SS 4-5-7 <br /> s 8 56 (12) <br /> 0 <br /> 20 <br /> U <br /> O <br /> 4 <br /> S <br /> SS 4-5-5 <br /> 25 125.0 8410 9 1 781 (10) <br /> Bottom of borehole at 25.0 feet. <br /> 0 <br /> 0 <br />