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I Inver Grove Heights BORING NUMBER SB-9 <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 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 �Z AT TIME OF DRILLING 10.50 ft/Elev 860.00 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 20 � Lu <br /> � Q� Qz <br /> 0 cp a o U o_ J <br /> a <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown, SS 2-3-3 <br /> medium to coarse grained,moist,loose,trace gravel 1 100 (6) <br /> (Fill) SS <br /> 100 3-3-3 <br /> 2 (6) <br /> SS 100 3-2-3 <br /> 4.5 866.0 3 (5) <br /> 5 POORLY GRADED SAND WITH SILT,(SP-SM)light <br /> brown,medium to coarse grained,moist,loose to <br /> medium dense,trace gravel(Glacial Outwash) SS 89 3-4-4 <br /> 4 (8) <br /> SS 100 3-2-3 <br /> 5 (5) <br /> 10 <br /> NOTE: Soil coarse grained at 11.0 feet. S6 100 3(88) <br /> o ( ) <br /> g SS 89 4-5-5 <br /> 14.5 856.0 7 (1 0) 1 7 <br /> Bottom of borehole at 14.5 feet. <br /> FF <br /> 0 <br /> 5 <br /> 0 <br /> U <br /> O <br /> K <br /> 4 <br /> S <br /> i <br /> 0 <br /> 0 <br /> 0 <br />