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2017-00020 - new structure
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2800 Shadywood Road - 21-117-23-13-0023
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2017-00020 - new structure
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Last modified
8/22/2023 4:01:49 PM
Creation date
10/19/2018 3:01:21 PM
Metadata
Fields
Template:
x Address Old
House Number
2800
Street Name
Shadywood
Street Type
Road
Address
2800 Shadywood Road
Document Type
Permits/Inspections
PIN
2111723130023
Supplemental fields
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Updated
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, r <br /> Haugo GTS BORING NUMBER SB-1 ` <br /> �Q 2825 Cedar Ave S PAGE 1 OF 1 <br /> Minneapolis,MN 55407 <br /> Telephone: 612-729-2959 <br /> Fax: 763-445-2238 <br /> CLIENT Hans Be�h PROJECT NAME 2800 Shadywood Road <br /> PROJECT NUMBER 16-0494 PROJECT LOCATION Excelsior,MN <br /> DATE STARTED 6/30/16 COMPLETED 6/30/16 GROUND ELEVATION 932.3 ft HOLE SIZE 3 1/4 inches <br /> DRIWNG CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRIWNG METHOD Hollow Stem AuaeNSplit S000n �AT T1ME OF DRILLING 8.00 ft/Elev 924.30 ft <br /> LOGGED BY MS CHECKED BY JC AT END OF DWWNG —Not Encountered <br /> NOTES �AFTER DRIWNG 5.00 ft/Elev 927.30 ft with Cave-In Depth of 9.2 fe <br /> W o �SPT N VALUE� <br /> U �� } ��j w � 20 40 60 80 <br /> �'^ a� Wm w� �z� �c F=� PL MC LL <br /> W� O MATERIAL DESCRIPTION �� >C! 0�Q W w z a �p—� <br /> p a� O� m O> Y" �'-' 20 40 60 80 <br /> (7 �Z V UZ U r <br /> � � a o ❑FINES CONTENT(°�)❑ <br /> 0 20 40 60 80 <br /> 3 inches Bituminous over 6 inches Aggregate Base. AU <br /> 1 : <br /> Clayey Sand,fine to medium grained,grey,wet.(FILL) - - - <br /> � <br /> � SS 2-2-2 <br /> d 2 (4) a.. _ . . _ <br /> � <br /> 0 <br /> � __ <br /> o Silty Clay,with bladc Organic Silt,grey,wet.(FILL) <br /> v��i 5 � _ <br /> - SS 1-1-1 <br /> 8 3 �2� <br /> a <br /> W .. ..�.......�,..... �.......�,....... <br /> � <br /> W (OH)Organic SiR,with Poorty Graded Sand seams,black,wet. <br /> � � (Swamp Deposit) SS 1-1-1 <br /> 4 (2) ,. . . ; _._ . .... <br /> a - <br /> � <br /> � ....:. . .�,....... <br /> w <br /> J <br /> z 10 <br /> j SS 0-0-0 ; _ _ <br /> � 5 (0) <br /> z <br /> w <br /> � .....�.......�..... � .....:..... <br /> U� <br /> O <br /> � (CL)Sandy Lean Clay,trace Gravel,mottled brown and grey to <br /> � grey at 15 feet,wet,medium.(Glacial Tilq SS 2-3-4 <br /> N s ��� , <br /> � <br /> W <br /> � <br /> � <br /> 1i _ _ <br /> o �5 SS 2-2� <br /> �o � �s� <br /> � <br /> r <br /> 0 <br /> t� : <br /> ' <br /> g <br /> � <br /> � <br /> o __ _: .._. :.__ : _. <br /> � <br /> � <br /> r <br /> z <br /> — _.. _.. . ._ :..... .:. _.. <br /> c7 <br /> v� <br /> H <br /> a 20 SS 3-4-4 <br /> m S (8) <br /> c� <br /> � Bottom of borehole at 21.0 feet. <br /> 0 <br /> W <br /> � <br />
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