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Agenda - Council - 02/13/2024
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Agenda - Council - 02/13/2024
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Last modified
3/13/2025 10:08:07 AM
Creation date
2/14/2024 1:04:58 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
02/13/2024
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Inver Grove Heights BORING NUMBER SB-4 <br /> 6160 Carmen Avenue East PAGE 1 OF 1 <br /> NTInver Grove Heights, MN,55076 <br /> b�.-[Ha1kM P:651-389-4191 <br /> 17CHHMCrM%LLr <br /> CLIENT Bolton&Menk, Inc. PROJECT NAME Lake Front <br /> PROJECT NUMBER 18.MSP.05470.000 PROJECT LOCATION Ramsey, MN <br /> DATE STARTED 5/15/18 COMPLETED 5/15/18 GROUND ELEVATION 868 feet HOLE SIZE 6 1/2 in. <br /> DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br /> DRILLING METHOD 3 1/4 in H.S.A �Z AT TIME OF DRILLING 9.00 ft/Elev 859.00 ft <br /> LOGGED BY Morgan Bakeman CHECKED BY Steve Gerber AT END OF DRILLING --- <br /> CAVE IN(ft) --- FROST DEPTH(ft) --- AFTER DRILLING --- <br /> NOTES Elevations provided by client. <br /> Uj ATTERBERG <br /> U w W o LIMITS <br /> �^ _� �W �0 >~J 0— �� U (n <br /> w� QO MATERIAL DESCRIPTION J� >� ��Q w� ? Q �w �� �� Uw z <br /> �� O� > Y If � <br /> � �z U mOz U Oz J �z U_ <br /> W O � 2O J J- <br /> 0 <br /> TOPSOIL(3.0 Inches) SS 89 2-4-4 <br /> 1.5 POORLY GRADED SAND WITH SILT, (SP-SM)dark 866.5 X1 (8) <br /> brown, medium to coarse grained, moist, loose,trace SS 3-4-5 <br /> gravel(FILL) 2 100 (9) <br /> POORLY GRADED SAND WITH SILT, (SP-SM)light brown, medium to coarse grained, moist, loose to SS 100 3-4-3 <br /> 5 <br /> medium dense,trace gravel(Glacial Outwash) 3 (7) <br /> SS 100 3-3-3 <br /> 4 (6) <br /> SS 78 3-3-5 <br /> 5 (8) <br /> 10 <br /> NOTE:Gray soil at 10.5 feet. SS 56 3-6-5 <br /> J <br /> 0 6 (11) <br /> z <br /> 0 <br /> Y NOTE: Brown soil layer at 13.0 feet. SS 3-3-4 <br /> g 56 <br /> 0 <br /> 7 (7) <br /> 0 <br /> o <br /> 15 <br /> a <br /> O <br /> w <br /> c9 <br /> z <br /> 0 <br /> w <br /> Y SS 56 4-5-7 <br /> 8 (12) <br /> U <br /> W 20 <br /> O <br /> a <br /> c <br /> 0 <br /> U <br /> H <br /> U <br /> w <br /> O <br /> a <br /> w <br /> SS 78 4-5-5 <br /> 25 25.0 843.0 9 (10) <br /> Bottom of borehole at 25.0 feet. <br /> N <br /> H <br /> V <br /> O <br /> ti <br /> O <br /> N <br /> H <br /> Z <br /> W <br /> Z <br /> O <br /> 2 <br /> H <br /> w <br /> J <br /> a <br /> w <br /> z <br /> w <br /> c9 <br /> c9 <br /> O <br /> J <br /> Z <br />
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