My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 10/26/2021
Ramsey
>
Public
>
Agendas
>
Council
>
2021
>
Agenda - Council - 10/26/2021
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2025 3:15:39 PM
Creation date
1/11/2022 3:29:54 PM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
10/26/2021
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
383
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Haugo GeoTechnical Services <br />H AU G O 2825 Cedar Ave South <br />■ • ► = Minneapolis, MN 55407 <br />SERVICES Telephone: 612-729-2959 <br />NAME <br />LOCATION <br />ELEVATION <br />WATER <br />TIME OF <br />END OF <br />DRILLING <br />BORING NUMBER SB-05 <br />PAGE 1 OF 1 <br />IP 22-01 Sunwood Drive & Waco Street Reconstruction <br />CLIENT <br />PROJECT <br />DATE <br />DRILLING <br />DRILLING <br />LOGGED <br />NOTES <br />Fax: 763-445-2238 <br />City of Ramsey PROJECT <br />NUMBER <br />STARTED <br />CONTRACTOR <br />METHOD <br />BY <br />5+00 <br />21-0832 PROJECT <br />Ramsey, MN <br />9/14/21 COMPLETED 9/14/21 GROUND <br />879.6 ft <br />HOLE SIZE <br />3 1/4 inches <br />HGTS - 120 GROUND <br />LEVELS: <br />DRILLING <br />DRILLING <br />--- Not Encountered <br />Hollow Stem Auger/Split Spoon AT <br />GD CHECKED BY JM AT <br />--- Not Encountered <br />Waco Street AFTER <br />--- Not Encountered <br />p DEPTH <br />o (ft) <br />GRAPHIC <br />LOG <br />DESCRIPTION <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUE A <br />20 40 60 80 <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />2.5 <br />Approximately 5 Inches of Bituminous Asphalt <br />AU <br />3 <br />. <br />. <br />• <br />: •: • <br />: : : : <br />: <br />. <br />• <br />: • : : <br />: <br />• • • <br />• <br />Approximately 5.5 Inches of Possible Aggregate Base <br />• • <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />brown, moist, very loose to medium dense. (Glacial Outwash) <br />SS <br />30 <br />4-4-4 <br />(8) <br />5.0 <br />SS <br />31 <br />2-1-1 <br />(2) <br />7.5' <br />SS <br />32 <br />3-5-5 <br />(10) <br />10.0 <br />SS <br />33 <br />3-4-5 <br />(9) <br />- - <br />- - <br />12.5 <br />SS <br />34 <br />4-6-6 <br />(12) <br />_ <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />brown, moist, medium dense. (Glacial Outwash) <br />SS <br />35 <br />7-11-13 <br />(24) <br />Bottom of borehole at 14.5 feet. <br />
The URL can be used to link to this page
Your browser does not support the video tag.