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Haugo GeoTechnical Services BORING NUMBER SB-3 <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 889.1 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 9.50 ft/Elev 879.60 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.20 ft/Elev 876.90 ft <br /> NOTES AFTER DRILLING --- <br /> w <br /> w <br /> O <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 to medium grained, brown, moist to 17 <br /> ° waterbearing,very loose to loose. (Alluvium) <br /> SS 2-3-4 <br /> m 18 (7) <br /> z <br /> 5 .. : ..... ..... : ..... ..... <br /> w SS 5-4-4 <br /> c� 19 (8) <br /> _ .............. ..... <br /> w <br /> SS 3-3-3 <br /> O <br /> w 20 (6) ..... ..... ..... ....... <br /> (D <br /> O <br /> a .....:.......:.......:.......:....... <br /> ) 17 <br /> = 10 : <br /> SS 4-3-2 <br /> 0 21 (5) <br /> O ... ..... .............. ..... <br /> 00 <br /> SS 3-3-7 <br /> w 22 (10) <br /> M ..... ............... .... <br /> N 15 <br /> SS 2-2-2 <br /> co <br /> 23 (4) <br /> m <br /> U) <br /> ...' (SP)Poorly Graded Sand,fine to medium grained,gray, <br /> � waterberaing,very loose. (Alluvium) <br /> z ............. .............. ...... <br /> o : ..... ..... ..... <br /> = 20 <br /> c� SS 2-1-1 ....... <br /> w <br /> o 24 (2) <br /> O <br /> Bottom of borehole at 21.0 feet. <br />