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Haugo GeoTechnical ServicesBORING NUMBER SB-2 <br /> PAGE 1 OF 1 <br /> 2825 Cedar Avenue S <br /> Minneapolis,MN 55407 <br /> CLIENT City of Ramsey PROJECT NAME Vacent Parcels along 142nd Ave NW <br /> PROJECT NUMBER 15-0861 PROJECT LOCATION Ramsey Minnesota <br /> DATE STARTED 1/4/16 COMPLETED 1/4/16 GROUND ELEVATION 860.9 ft MSL HOLE SIZE 3 1/4 inches <br /> DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger/Split Spoon SAT TIME OF DRILLING 5.00 ft/Elev 855.90 ft <br /> LOGGED BY MS CHECKED BY PG AT END OF DRILLING --- <br /> NOTES AFTER DRILLING 5.00 ft/Elev 855.90 ft at Cave-In Depth of 5 1/4 Fe t. <br /> w o z <br /> SPT N VALUE A <br /> U_ _ cq w w 20 40 60 80 <br /> =O m w� oz� �w ~� PL MC LL <br /> a 0 MATERIAL DESCRIPTION >0 0 Q w z Q I I <br /> o �� a� 0- m0> Y 20 40 60 80 <br /> (� <z ui U z 0 Q El FINES CONTENT(%)El <br /> 0 20 40 60 80 <br /> Silty Clayey Sand,black, moist to wet. (Topsoil) AU <br /> 9 <br /> (SP)Poorly Graded Sand,fine to coarse grained,trace Gravel, <br /> brown,moist to about 5 feet then waterbearing,very loose to <br /> loose.(Glacial Outwash) <br /> SS 2-3-4 <br /> a 10 (7) ..... <br /> (D <br /> Ujr <br /> of <br /> a <br /> 0 5 SS 4-3-3 .. <br /> 11 (6) <br /> 0 <br /> U <br /> o SS 2-1-2 <br /> g 12 (3) - - <br /> z <br /> W 10 <br /> W <br /> 6 SS 2-1-4 <br /> z 13 (5) <br /> W _. <br /> U <br /> O <br /> 0 <br /> m (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, <br /> a greyish brown,waterbearing, medium dense. (Glacial Outwash) SS 7-11-13 <br /> 14 (24) - - <br /> v <br /> 15 <br /> SS 6-8-12 <br /> 15 (20) <br /> F <br /> a <br /> z <br /> F <br /> O 20 <br /> a SS 7-9-11 <br /> m 16 (20) <br /> U <br /> LU Bottom of borehole at 21.0 feet. <br /> O <br /> W <br /> cD <br />