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Haugo GeoTechnical Services BORING NUMBER SB-10 <br /> HAU G O 2825 Cedar Ave South PAGE 1 OF 1 <br /> Minneapolis, MN 55407 <br /> ffidm 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 7/22/21 COMPLETED 7/22/21 GROUND ELEVATION 890 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 877.50 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.20 ft/Elev 877.80 ft <br /> b� NOTES Piezometer Installed AFTER DRILLING --- <br /> w <br /> 0 <br /> w o z A SPT N VALUE A <br /> 0 = U >- U)w 20 40 60 80 <br /> _ �w �7) <br /> m a-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 /> ) 0 ( ) <br /> 0 <br /> 0 2 20 40 60 80 <br /> Silty Sand,trace Roots, light brown, moist. (Topsoil) <br /> AU <br /> w (SC)Clayey Sand,fine to medium grained, brown,moist, loose. 73 <br /> ° (Alluvium) <br /> ............... ............. <br /> Y <br /> a <br /> SS 3-3-4 <br /> 00 74 (7) <br /> U <br /> W <br /> ............. <br /> z <br /> c? 5 (CL-ML)Silty Clay, brown to about 9 feet then gray,wet,soft. <br /> U) (Alluvium) S S 2-2-2 <br /> w 45 <br /> 75 (4) <br /> w <br /> Q <br /> U <br /> z <br /> U <br /> LU <br /> I--- SS 1-2-1 <br /> 0 48 <br /> w76 (3) .............. ............... ..... <br /> o <br /> ) <br /> 0 10 <br /> = SS 1-1-1 <br /> 0 77 (2) <br /> m <br /> o ............... ............... ..... <br /> o <br /> 00 <br /> _ (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, <br /> gray,waterbearing,very loose. (Alluvium) SS 2-1-1 <br /> w 78 (2) <br /> co <br /> .............. ..... ............... <br /> M <br /> N 15 <br /> 79 (2) <br /> U) <br /> ..... ..... ..... ..... .... <br /> U) <br /> z <br /> i <br /> U) <br /> 0 :00 <br /> = 20 <br /> SS 2-2-1 <br /> 0 80 (3) <br /> w <br /> ° <br /> Bottom of borehole at 21.0 feet. <br />