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Haugo GeoTechnical Services BORING NUMBER SB-5 <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 888.3 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 12.50 ft/Elev 875.80 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.50 ft/Elev 875.80 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,trace Gravel, 41 <br /> ° brown,moist to waterbearing, loose.(Alluvium) <br /> SS 3-3-3 <br /> m 42 (6) <br /> 5 ... : ..... ..... : ..... ..... <br /> '-'-' P-200=2.5% SS 2-3-3 7 <br /> c� 43 (6) <br /> SS 3-3-3 <br /> O <br /> w44 (6) ... ..... ..... ..... ....... <br /> O <br /> a ....:.......:.......:.......:....... <br /> = 10 : <br /> �- SS 3-5-5 <br /> 0 45 (10) <br /> O ............... ............... ..... <br /> 00 <br /> :.......:..............:....... <br /> U) - SS 3-3-3 <br /> w 46 (6) <br /> co <br /> M ..... ............... .... <br /> N 15 <br /> SS 2-3-4 <br /> co <br /> 47 (7) <br /> m <br /> U) : <br /> U) <br /> i <br /> .............. <br /> 00 <br /> = 20 <br /> c� SS 3-5-5 <br /> w <br /> o 48 (10) <br /> W <br /> ° <br /> Bottom of borehole at 21.0 feet. <br />