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Haugo GeoTechnical Services BORING NUMBER SB-2 <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 903.2 ft HOLE SIZE 3 1/4 inches <br /> DRILLING CONTRACTOR HGTS-750 GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING ---Not Encountered <br /> LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- <br /> NOTES AFTER DRILLING ---Not Encountered <br /> w <br /> 0 <br /> w o z A SPT N VALUE A <br /> 0 = U >- U)w C) 20 40 60 80 <br /> _ �w �� <br /> m 0-= 0-U MATERIAL DESCRIPTION w m w 0 0 z J o 0 <br /> PL MC LL <br /> o—o <br /> ry m� O� m0> >`J 20 40 60 80 <br /> U Q Z w U z U j z ❑FINES CONTENT % ❑ <br /> U 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 to medium grained, brown, moist, 1 <br /> ° loose(Alluvium) <br /> SS 5-4-4 <br /> 2 8 ....:.......:.......:............... <br /> 0 ; <br /> Z <br /> 5 ; .. .......;.......;.......;.......; ..... <br /> '-'-' P-200=4.5% SS 2-3-3 5.5 <br /> 3 (6) <br /> w <br /> SS 4-4-4 <br /> o 4 (8) ;.......;.......;.......;....... <br /> 0 <br /> = 10 : <br /> SS 4-3-4 <br /> 0 5 (7) <br /> 0 ... ..... .............. ..... <br /> 00 <br /> U) SS 4-4-5 <br /> w ; 6 (9) .............. ....... <br /> 00 <br /> N <br /> (SP)Poorly Graded Sand,fine to medium grained,trace Gravel <br /> 15 <br /> , <br /> brown,moist, medium dense.(Alluvium) SS 7-10-3 ....... .............. ..... <br /> co <br /> 7 (13) <br /> U) <br /> U) ;• : : : : <br /> z : : : : <br /> i <br /> 0 ... ..... ..... <br /> = 20 <br /> c� SS 6-7-7 <br /> w <br /> o 8 (14) <br /> Bottom of borehole at 21.0 feet. <br />