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2016-00727 - addn/remodel/repair
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2500 Shadywood Road - 20-117-23-11-0034
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2016-00727 - addn/remodel/repair
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Entry Properties
Last modified
8/22/2023 3:48:00 PM
Creation date
9/25/2018 1:34:18 PM
Metadata
Fields
Template:
x Address Old
House Number
2500
Street Name
Shadywood
Street Type
Road
Address
2500 Shadywood Road
Document Type
Permits/Inspections
PIN
2011723110034
Supplemental fields
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Updated
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' HaugoGTS BORING NUMBER SB-1 <br /> (�i0 2825 CedarAve S PAGE 1 OF 1 <br /> Minneapolis,MN 55407 <br /> ' Telephone: 612-729-2959 <br /> Fax: 763-445-2238 <br /> CLIENT Alex Uporets �, PROJECT NAME 2500 Shadvwood Road <br /> PROJECT NUMBER 16-0257 PRWECT LOCATION Orono,MN <br /> DATE STARTED 4/15/16 COMPL�TED 4/1�/16 GROUND ELEVATION 963.6 ft HOLE SI� 31/4 inches <br /> DRIWNG CONTRACTOR HGTS GROUND WATER LEVELS: <br /> DRIWNG METHOb Hollow Stem AuaeNSptit Saoon , AT T1ME OF DRIWNG —Not Encountered <br /> LOGGED BY MS CHECF�D BY JC� AT END OF DRIWNG —Not EncouMered <br /> NOTES AFTER DRIWNG —Not Encourrtered with Cave-In Death of 11 feet <br /> w � Z ♦SPT N VALUE� <br /> U �� � v�w W � 0 40 60 80 <br /> ~� �O MATERIAL DESCRIPTIbN �g j O O j Q tj� z� P��---�j <br /> p� -' a� O� m0> Y" �� 20 40 60 80 <br /> � �Z � U? a � ❑FINES CONTENT(°�)❑ <br /> 0.0 20 40 60 80 <br /> 3 inches Bituminous over 8 inches Aggreg te Base. AU <br /> _._.:.......:._....:....._:. ._.. <br /> 22 <br /> _.....:.......:..._..:.... ..;..... <br /> (SM)Silty Sand,fine grained,trace Gravel,brown,moist,medium <br /> dense.(Alluvium) <br /> � <br /> 2.5 :: : : <br /> � <br /> _ SS 4-5-6 _.�'_. ....... ......_,....... <br /> � 23 (11) <br /> 0 <br /> � _.:_.... <br /> c <br /> _. ._:..._ ..:.__.:... ..:... ... <br /> N (CL)Sandy Lean Clay,trace Gravel,Silty and seams at 10 feet, <br /> � Glaaal Till9, to very stl8. <br /> � 5.0 �st stairnn) brawn,moist to wet,rether s' <br /> SS 3�{� :.. ....:.......:.. ... <br /> UI 24 (10) <..__.:....._..... .: . .,.. <br /> w <br /> a _ : _ ; _ <br /> � '� _ .. : _ _. <br /> Z <br /> � _ _ <br /> � 7.5 I <br /> ,�, SS 4-7-9 _ ... .. ._. <br /> �, 25 (16) ; <br /> � _ _... ,. <br /> z <br /> w <br /> � _. ...:..... .:...._.:. .._ :... . <br /> � <br /> 9 ;....... <br /> U <br /> J � ,. .... ..:.......:.......'.......:....... <br /> a �Q.� �I 'C : . : '. <br /> � � . . SS N7 ....................................... <br /> � I 26 (12) <br /> _ _ _. <br /> .. _:........._...;.... .. <br /> U � <br /> n <br /> o ; . ..f... . ........:. . ... <br /> m <br /> � _ <br /> _ .. .._., ..._. <br /> , 12.5 <br /> � SS 5-7-10 ; <br /> 0 <br /> m 27 (17) <br /> _. _.._..._.. ........ ._........ <br /> g <br /> N ___.... ..,.... _....... <br /> � <br /> c <br /> f- __ :.._...:..... .:.._...:....... <br /> y <br /> H <br /> 2 ..... .:.......�:_......:.......:....... <br /> � 15.0 <br /> o SS 5-7-8 _.... <br /> a 28 (15) <br /> _ ... _ ;._... .. _ <br /> s <br /> m <br /> W Bottom of borehole at 16. feet. <br /> � <br /> 0 <br /> W <br /> c� <br />
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