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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-8 <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 875.1 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 862.60 ft <br /> LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 12.20 ft/Elev 862.90 ft <br /> NOTES AFTER DRILLING --- <br /> w <br /> O <br /> w o z A SPT N VALUE A <br /> 0 = U w >- U)LU 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-SM)Poorly Graded Sand with Silt,fine to medium grained, 57 <br /> ° brown,moist to waterbearing,very loose to loose. (Alluvium) <br /> Y <br /> a <br /> SS 3-1-2 <br /> 58 (3) <br /> LU <br /> z <br /> 5 <br /> SS 32 <br /> � .... ..... ..... ..... ..... <br /> -2- <br /> v P-200=5.5% 7 59 4 <br /> > ( ) <br /> U <br /> LU <br /> SS 2-2-4 <br /> O <br /> w60 (6) ... ..... .............. ....... <br /> O <br /> = 10 .. ..... ..... ..... ..... <br /> �- SS 4-5-5 <br /> 0 61 (10) <br /> m <br /> O ... ..... .............. ..... <br /> 00 <br /> SS 1-1-1 <br /> LUco 62 (2) <br /> 00 <br /> 15 <br /> (SP)Poorly Graded Sand,fine to medium grained,trace Gravel, <br /> gray,waterbearing,very loose to loose. (Alluvium) SS 1-1-1 .................................... <br /> co <br /> 63 (2) <br /> c� .............. ..... <br /> m <br /> U) <br /> U) <br /> z : : : : <br /> ....... .............. ..... <br /> i <br /> 0 .... ..... <br /> 00 <br /> = 20 <br /> c SS 3-3-2 <br /> w <br /> o 64 (5) <br /> LU <br /> ° <br /> Bottom of borehole at 21.0 feet. <br />
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