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Haugo GeoTechnical Services BORING NUMBER SB-6 <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 883.3 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 7.50 ft/Elev 875.80 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 11.10 ft/Elev 872.20 ft <br /> b� NOTES Piezometer Installed AFTER DRILLING --- <br /> w <br /> O <br /> w o z A SPT N VALUE A <br /> Yo° = 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,dark brown, moist. <br /> U) �,.;��,' (Topsoil) <br /> AU <br /> w (SP-SM)Poorly Graded Sand with Silt,fine to medium grained, 33 <br /> ° trace Gravel,brown,moist to waterbearing,very loose to medium <br /> dense. (Alluvium) .... <br /> Y <br /> a <br /> SS 2-1-2 <br /> 00 34 (3) <br /> w <br /> °� ............ ..... <br /> z <br /> 5 <br /> � .. . ..... ..... ..... ..... <br /> SS 3-4-8 <br /> v P-200=6.5% 35 12 8.5 <br /> > ( ) <br /> _ ................ .. <br /> U17 <br /> O <br /> SS 2-2-2 <br /> w 36 (4) .... ..... ..... ..... ....... <br /> 10 (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, <br /> _ gray,waterbearing,very loose. (Alluvium) SS 2-1-1 <br /> x <br /> 0 37 (2) <br /> ... : ..... ..... : ..... ..... <br /> 00 <br /> _ (SM)Silty Sand,fine to medium grained,gray,waterbearing, <br /> medium dense. (Alluvium) SS 5-5-7 <br /> w 38 (12) <br /> co <br /> .. ..... ..... ..... ..... <br /> M : : : : <br /> N <br /> 15 (SP-SM)Poorly Graded Sand with Silt,fine to medium grained, <br /> trace Gravel,gray,waterbearing, loose.(Alluvium) SS 4-4-6 <br /> co <br /> ' 39 (10) <br /> U) <br /> U) <br /> z <br /> i <br /> O <br /> m <br /> = 20 <br /> LU SS 3-3-3 <br /> w <br /> 0 40 (6) <br /> w <br /> Bottom of borehole at 21.0 feet. <br />