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Haugo GeoTechnical Services BORING NUMBER SB-9 <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 7/22/21 COMPLETED 7/22/21 GROUND ELEVATION 888.5 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 881.00 ft <br /> LOGGED BY GD CHECKED BY PG AT END OF DRILLING --- <br /> NOTES AFTER DRILLING --- <br /> w <br /> O <br /> w o z A SPT N VALUE A <br /> Yo° = U >- U)w 20 40 60 80 <br /> _ �w �D <br /> m a-= 0-U MATERIAL DESCRIPTION w CO 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 j z ❑FINES CONTENT % ❑ <br /> ) p ( ) <br /> 0 <br /> 0 2 20 40 60 80 <br /> Silty Sand,trace Roots, brown, moist. (Topsoil) <br /> AU <br /> w (SP-SM)Poorly Graded Sand with Silt,fine grained, brown, moist, 65 <br /> ° loose.(Alluvium) <br /> ............. <br /> Y <br /> � SS 3-3-3 2 AL <br /> • <br /> 66 ( ) <br /> W <br /> z <br /> c? 5 (SP)Poorly Graded Sand,fine to medium grained, brown, <br /> �w waterbearing,very loose to loose. (Alluvium) SS 2-3-4 <br /> ••• 17 <br /> v P-200=4% 67 (7) ' <br /> w <br /> cn :.......:.............. ...... <br /> : <br /> 17 <br /> o SS 3-3- <br /> 2 <br /> w68 (5) .... ..... ............... ..... <br /> O <br /> ) <br /> 10_ SS 1-1-1 ..... ..... ..... ........ <br /> X <br /> 0 69 (2) <br /> O ..... ..... ..... ..... ..... <br /> 00 <br /> SS 1-1-2 <br /> w 70 (3) <br /> M ..... .............. .... <br /> N 15 <br /> SS 1-1-1 <br /> co <br /> 71 (2) <br /> U) <br /> .... ..... ..... ..... .... <br /> U) <br /> O <br /> m <br /> = 20 <br /> C) SS 1-2-3 ............. ............... ....... <br /> w <br /> 0 72 (5) <br /> w <br /> Bottom of borehole at 21.0 feet. <br />