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2016-00886 - detached garage
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2016-00886 - detached garage
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Last modified
8/22/2023 3:13:21 PM
Creation date
6/7/2019 11:25:26 AM
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Address
0755 Tonkawa Rd
Document Type
Permits/Inspections
PIN
0511723330003
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Haugo GTS BORING NUMBER SB-2 <br /> GD 2825 Cedar Ave S PAGE 1 OF 1 <br /> rXGMMHWrAL Minneapolis,MN 55407 <br /> Telephone: 612-729-2959 <br /> Fax: 763-445-2238 <br /> CLIENT Welch Forsman Associates PROJECT NAME 755 Tonkawa Road <br /> PROJECT NUMBER 16-0219 PROJECT LOCATION Orono,MN <br /> DATE STARTED 4/11/16 COMPLETED 4/11/16 GROUND ELEVATION 963.1 ft HOLE SIZE 3 1/4 inches <br /> DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auaer/Split Spoon AT TIME OF DRILLING — Not Encountered <br /> LOGGED BY MS CHECKED BY JC AT END OF DRILLING —Not Encountered <br /> NOTES AFTER DRILLING —Not Encountered <br /> w z A SPT N VALUE A <br /> w 20 40 60 80 <br /> IL <br /> a C7 w rro ~� PL MC LL <br /> O MATERIAL DESCRIPTION >a O Q W N Z a 20 4080 <br /> Q v J --� <br /> QZ ��. m0Z Uv } <br /> < W a W ❑FINES CONTENT(%)❑ <br /> 0 20 40 60 80 <br /> Silty Sand,black,moist. (Topsoil/FILL) AU <br /> \\ <br /> .......:.......:.......:.......:....... <br /> Sandy Sift,trace Roots and Fibers,dark brown to black, moist. <br /> 2 (FILL) SS 2-2-2 <br /> a 10 (4) ..............:..............:...... <br /> . <br /> 0 <br /> 3 . .................................. .. <br /> (CL)Sandy Lean Clay,trace Gravel, mottled brown and grey to <br /> 0 5 brown at 10 feet,moist to wet, medium to stiff.(Glacial Till) <br /> SS2-3-3 . .....:.......:.......:.......:....... <br /> 11 (6) <br /> 0 <br /> w <br /> SS 14-7-8 <br /> 12 (15) <br /> z <br /> c� <br /> 10 <br /> y SS 7-14-13 .. ....:.......:.......:....... <br /> w 13 (27) <br /> 9 .... ........ ........... <br /> ca <br /> .... .... <br /> J <br /> SS 7-7-7 <br /> 14 (14) ..............:....... ......:....... <br /> ir <br /> W <br /> 15 <br /> o SS 7-7-8 .............. .............. ...... <br /> . <br /> 15 (15) <br /> 0 <br /> 0 <br /> z <br /> (CL)Sandy Lean Clay,trace Gravel,rust staining, brown,moist, <br /> o 20 stiff to very stiff.(Glacial Till) <br /> a SS 6-8-10 ......:..... :.......:....... <br /> m 16 (18) <br /> x <br /> U <br /> W Bottom of borehole at 21.0 feet. <br /> 0 <br /> w <br /> 0 <br />
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