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Agenda - Council - 12/14/2021
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Agenda - Council - 12/14/2021
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Last modified
3/14/2025 3:20:05 PM
Creation date
3/22/2022 2:30:36 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
12/14/2021
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Haugo GeoTechnical Services BORING NUMBER SB-1 <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 884.3 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 20.00 ft/Elev 864.30 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 18.10 ft/Elev 866.20 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, 9 <br /> ° loose.(Alluvium) <br /> SS 3-3-3 <br /> m 10 (6) <br /> 5 ; ..;; .....;.......;.......;.......; ..... <br /> '-'-' P-200=3% SS 4-2-3 3.5 <br /> c� 11 (5) <br /> (SP)Poorly Graded Sand,fine to medium grained, brown, moist to <br /> U <br /> w waterbearing,very loose to medium dense.(Alluvium) SS 3-2-2 <br /> o <br /> w12 (4) ............... ............... ..... <br /> O <br /> a .......:.......:.......:.......:....... <br /> = 10 : <br /> �- SS 3-2-3 <br /> 0 13 (5) <br /> O ... ..... ..... ..... ..... <br /> 00 <br /> SS 3-3-3 <br /> c„ 14 (6) ... ...... ..... ...... ....... <br /> M ..... ............... .... <br /> N 15 ; ..; <br /> SS6-5-6 ................................. <br /> co <br /> ' 15 (11) <br /> U) ;• : : : : <br /> i <br /> 00 <br /> 17 <br /> = 20 .. ; ..... ; ; ..... ;....... <br /> w <br /> SS 6-6-6 <br /> o 16 (12) <br /> O <br /> Bottom of borehole at 21.0 feet. <br />
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