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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-2 <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 862 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 4.00 ft/Elev 858.00 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(2.0 Inches) SS 44 3-3-4 <br /> 1.5 POORLY GRADED SAND WITH SILT, (SP-SM)brown, 860.5 1 (7) <br /> medium to coarse grained,moist, loose,trace gravel SS 4-5-7 <br /> (FILL) 2 89 (12) <br /> POORLY GRADED SAND WITH SILT, (SP-SM)light <br /> 7 brown, medium to coarse grained, moist, loose to SS 56 4-7-7 <br /> 5 <br /> medium dense,trace gravel(Glacial Outwash) 3 (14) <br /> SS 78 3-3-3 <br /> 4 (6) <br /> NOTE:Soil gray at 8.0 feet SS 89 4-4-4 <br /> 5 (8) <br /> 10 <br /> SS 100 4-5-4 <br /> 6 (9) <br /> LL <br /> 0 <br /> Y NOTE:Soil light brown at 13.0 feet. SS 5-5-6 <br /> is Q <br /> 7 89 (11) <br /> 0 <br /> 0 <br /> o <br /> 15 <br /> a <br /> O <br /> w <br /> c9 <br /> z <br /> 0 <br /> NOTE:Gravel layer at 18.0 feet. SS 5-7-7 <br /> Y <br /> NOTE:Soil gray at 18.0 feet. 8 56 (14) <br /> U <br /> W 20 <br /> O <br /> a <br /> 0 <br /> 0 <br /> U <br /> H <br /> U <br /> w <br /> O <br /> a <br /> SS 67 5-5-5 <br /> 24.5 837.5 9 (10) <br /> Bottom of borehole at 24.5 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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