Laserfiche WebLink
Inver Grove Heights BORING NUMBER SB-5 <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 871.5 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 8.00 ft/Elev 863.50 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 /> 1.0 TOPSOIL(1.0 Inches) 870.5 SS 78 3-3-3 <br /> POORLY GRADED SAND WITH SILT, (SP-SM)brown, 7 1 (6) <br /> medium to coarse grained,moist, loose to dense,trace SS 67 3-4-3 <br /> gravel(Glacial Outwash) 2 (7) <br /> NOTE:Slight iron oxide staining at 3.0 feet. SS 67 4-3-3 <br /> 3 (6) <br /> 5 <br /> SS 78 4-5-5 <br /> 4 (10) <br /> SS 33 5-7-7 <br /> 5 (14) <br /> 10 <br /> SS 78 7-8-9 <br /> Cn <br /> 0 6 (17) <br /> LL <br /> 0 <br /> LL <br /> Y <br /> Q SS 78 6-7-8 <br /> 0 <br /> 7 (15) <br /> o <br /> 15 <br /> a <br /> O <br /> w <br /> 01 <br /> z <br /> O <br /> w NOTE:Gravel layer at 18.0 feet. SS 6-10-9 <br /> Y <br /> 65 X 8 22 (19) <br /> U <br /> W 20 <br /> O <br /> a <br /> 00 <br /> 0 <br /> U <br /> U <br /> w <br /> O <br /> a <br /> w <br /> 25 <br /> NOTE:Gray soil at 25.5 feet. SS 67 7-7-10 <br /> N <br /> 27.0 844.5 9 (17) 1 <br /> Bottom of borehole at 27.0 feet. <br /> 0 <br /> 0 <br /> N <br /> H <br /> Z <br /> W <br /> z <br /> O <br /> 2 <br /> H <br /> w <br /> U) <br /> J <br /> a <br /> w <br /> z <br /> w <br /> c9 <br /> c9 <br /> O <br /> J <br /> Z <br />