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� � <br /> � ' Haugo GTS BORING NUMBER SB-2 <br /> �� 2825 Cedar Ave S PAGE 1 OF 1 <br /> Minneapolis,MN 55407 <br /> Telephone: 612-729-2959 <br /> Fax: 763-445-2238 <br /> CLIENT Hans Berph PROJECT NAME 2800 Shadvwood Road <br /> PROJECT NUMBER 1&0494 PROJECT LOCATION Excelsior,MN <br /> DATE STARTED 6/30l16 COMPLETED 6/30/16 GROUND ELEVATION 931.4 ft HOLE SIZE 3 1/4 inches <br /> DRIWNG CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRIWNG METHOD Hollow Stem Aus�eNSalit Spoon AT TIME OF DRILLING —Not Encountered <br /> LOGGED BY MS CHECl�D BY JC AT END OF DRILLING — <br /> NOTES AFTER DRILLING —Not Encountered with Cave-In Deoth of 12 feet <br /> wa o Z �SPT N VALUE� <br /> v W � 20 40 60 80 <br /> a� a� �m wo �z� �c ~ PL MC LL <br /> Q� �O MATERIAL DESCRIPTION a� �� m�j Y'��'' �� 20 40�60 80 <br /> � �Z � U? a 0 O FINES CONTENT(%)O <br /> � 20 40 60 80 <br /> — Silty Sand,black,moist.(Topsoil/FILL) AU <br /> ;; �;_,; 9 <br /> Sandy Lean Clay,dark brown,moist.(FILL) - - - - - <br /> __ _: __. :.... : _. <br /> � (OH)Organic SiR,black,wet.(Swamp Deposit) <br /> � SS 1-1-1 <br /> � 10 (2) <br /> __: __ :. _ <br /> � bCL)Sandy Lean Clay,trace Gravel,mottled brown and grey to <br /> � 5 rown,wet,rather soft to rather stiff.(Glacial Till) <br /> g SS 1-2-3 _ .�_.. . . _. ._ _ _ <br /> �o �� �5� <br /> N <br /> a <br /> W �� � � �.......:.......�.......:...... <br /> v <br /> � <br /> � <br /> � .... ..� ...;...... �. .....�.. <br /> U �� � � �� . . .... <br /> a ss z-5-s <br /> � �z �,�> __ ; _ _ _ <br /> Z <br /> � <br /> s _ ; _ _ _. <br /> W <br /> JF <br /> Z 10 <br /> m SS 2'S$ _; . <br /> Z 13 (11) <br /> W <br /> � <. _. . _ ; .. _ <br /> � <br /> � <br /> 0 <br /> � (CL)Sandy Lean Clay,trace Gravel,brown to grey to grey at 15 <br /> � feet,moist,rather stiTf to very stiff.(Glacial Till) SS 3-7-10 <br /> �, 14 (17) ,_... . . <br /> � <br /> w <br /> y <br /> � <br /> V . .... .,...... . .... .....�:..... <br /> d 15 <br /> SS 3-5-6 ' - : <br /> � 15 (11) <br /> m <br /> , __,._ _.. __ <br /> � <br /> ❑ <br /> � <br /> � <br /> y <br /> � <br /> 0 <br /> F <br /> y <br /> � <br /> z <br /> � <br /> , _.._ ... <br /> � <br /> o pp <br /> a SS 4-6-7 <br /> = 16 (13) <br /> x <br /> U <br /> o Bottom of borehole at 21.0 feet. <br /> W <br /> � <br />