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Haugo GeoTechnical Services BORING NUMBER SB-4 <br /> HAU G O 2825 Cedar Ave South PAGE 1 OF 1 <br /> NICAL Minneapolis, MN 55407 <br /> Telephone: 612-729-2959 <br /> Fax: 763-445-2238 <br /> CLIENT The Excelsior Group PROJECT NAME Trott Brook Property <br /> PROJECT NUMBER 21-0561 PROJECT LOCATION Ramsey, MN <br /> DATE STARTED 7/21/21 COMPLETED 7/21/21 GROUND ELEVATION 892.4 ft HOLE SIZE 3 1/4 inches <br /> DRILLING CONTRACTOR HGTS-750 GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger/Split Spoon �Z AT TIME OF DRILLING 10.00 ft/Elev 882.40 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 11.30 ft/Elev 881.10 ft <br /> b� NOTES Piezometer Installed AFTER DRILLING --- <br /> w <br /> 0 <br /> w o z A SPT N VALUE A <br /> 0 = U w >- U)w 20 40 60 80 <br /> _ � �7) <br /> m a-I--V 0-U MATERIAL DESCRIPTION w CO w 0 0 z J o 0 <br /> PL MC LL <br /> o—o <br /> ry mD O� m0> >`J 20 40 60 80 <br /> U Q Z w U z j z ❑FINES CONTENT % ❑ <br /> ) p ( ) <br /> 0 <br /> 0 2 20 40 60 80 <br /> Poorly Graded Sand with Silt,Trace Roots, brown,moist. (Topsoil) <br /> AU <br /> w (SP)Poorly Graded Sand,fine grained,trace Gravel, brown, 25 <br /> ° moist, loose. (Alluvium) <br /> ............... ..... . ..... <br /> SS 3-2-3 <br /> m 26 (5) <br /> ............. <br /> z <br /> 5 .... : ..... ..... : ..... ..... <br /> '-'-' P-200=4% SS 4-2-3 5.5 <br /> c� 27 (5) <br /> W <br /> SS 3-3-2 <br /> w28 (5) ............. ............... ..... <br /> - <br /> 10 � (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, <br /> �- brown,waterbearing,very loose.(Alluvium) SS 2-1-2 <br /> 0 29 (3) <br /> 00 <br /> cn SS 1-2-2 <br /> co w 30 (4)00 <br /> N 15 <br /> 31 (2) <br /> U) <br /> ...' (SP)Poorly Graded Sand,fine to mediumg grained,trace Gravel, <br /> U' gray,waterbearing,loose.(Alluvium) <br /> z .......:.......:.............. ....... <br /> o .... : ..... ..... : ..... <br /> = 20 <br /> LU SS 1-2-3 <br /> w <br /> o 32 (5) <br /> ° <br /> Bottom of borehole at 21.0 feet. <br />