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Agenda - Council - 12/14/2021
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Agenda - Council - 12/14/2021
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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-12 <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 885.7 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 865.70 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 14.50 ft/Elev 871.20 ft <br /> NOTES AFTER DRILLING --- <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,light brown,moist. <br /> U) �,.;��,' (Topsoil) <br /> AU <br /> w (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, 89 <br /> ° brown,moist,loose to medium dense. (Alluvium) <br /> SS 4-3-3 <br /> m 90 (6) <br /> ............... ..... <br /> z <br /> 5 .............. ..... : ..... ..... <br /> w P-200=4% SS 5-6-6 4 <br /> 91 (12) <br /> W <br /> SS 5-7-9 <br /> O <br /> w 92 (16) ... ..... ..... ..... ....... <br /> O <br /> a .... .:.......:............... <br /> :...... <br /> = 10 : <br /> SS 7-4-7 <br /> 0 93 (11) <br /> O ............ ............... ..... <br /> 00 <br /> _ (CL-ML)Silty Clay,gray,wet,soft. (Alluvium) <br /> SS 1-1-1 <br /> � 41 • <br /> w 94 (2) . <br /> U <br /> M <br /> N <br /> N 15 <br /> (SC)Clayey Sand,fine grained,gray,waterbearing,very loose. <br /> (D <br /> (Alluvium) SS 1-1-1 ..................................... <br /> co <br /> 95 (2) <br /> 25.5 <br /> o <br /> m <br /> U) <br /> (CL-ML)Silty Clay,gray,waterbearing, rather stiff. (Alluvium) <br /> z <br /> ° <br /> O <br /> J .. ..... ..... ..... <br /> .. . .. ... .. ... . <br /> m <br /> = 20 <br /> SS 2-4-6 <br /> w 65 <br /> 0 96 (10) <br /> w <br /> ° <br /> Bottom of borehole at 21.0 feet. <br />
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