My WebLink
|
Help
|
About
|
Sign Out
Home
Agenda - Council - 09/14/2021
Ramsey
>
Public
>
Agendas
>
Council
>
2021
>
Agenda - Council - 09/14/2021
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/14/2025 3:08:59 PM
Creation date
10/22/2021 12:12:21 PM
Metadata
Fields
Template:
Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
09/14/2021
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.
/
965
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
HAU <br />&RVICES <br />Haugo GeoTechnical Services BORING NUMBER SB-4 <br />G ❑ 2825 Cedar Ave South PAGE 1 OF 1 <br />* L - Minneapolis, MN 55407 <br />Telephone: 612-729-2959 <br />Fax: 763-445-2238 <br />CLIENT The Excelsior Group PROJECT NAME Trott Brook Property <br />PROJECT NUMBER 21-0561 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 7/21/21 COMPLETED 7/21/21 GROUND ELEVATION 892.4 ft HOLE SIZE 3 1/4 inches <br />DRILLING CONTRACTOR HGTS - 750 GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger/Split Spoon a AT TIME OF DRILLING 10.00 ft / Elev 882.40 ft <br />LOGGED BY GD CHECKED BY PG TAT END OF DRILLING 11.30 ft / Elev 881.10 ft <br />NOTES Piezometer Installed AFTER DRILLING --- <br />o DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />MOISTURE CONT. <br />(%) <br />NOTES <br />ASPTNVALUEA <br />20 40 60 80 <br />DESCRIPTION <br />PMATERIAL IL <br />I <br />20 40 60 80 <br />❑ FINES CONTENT (%) ❑ <br />20 40 60 80 <br />'. •: ``• <br />�,•. ,A /, • <br />Poorly Graded Sand with Silt, Trace Roots, brown, moist. (Topsoil) <br />AU <br />:..' ' ' . <br />(SP) Poorly Graded Sand, fine grained, trace Gravel, brown, <br />moist, loose. (Alluvium) <br />25 <br />- -. <br />• <br />X: <br />SS <br />26 <br />3-2-3 <br />(5) <br />P-200 = 4% <br />SS <br />27 <br />4-2-3 <br />(5) <br />5.5 <br />: <br />X:.. <br />SS <br />28 <br />3-3-2 <br />(5) <br />10 <br />.•'•.•'• <br />(SP) Poorly Graded Sand, fine to medium grained, trace Gravel, <br />brown, waterbearing, very loose. (Alluvium) <br />SS <br />29 <br />2-1-2 <br />(3) <br />- - <br />: <br />XSS <br />30 <br />1-2-2 <br />(4) <br />A <br />: : : : <br />15 <br />:. .:: <br />..' .' <br />X• <br />SS <br />31 <br />2-1-1 <br />(2) <br />• • <br />..'.:' <br />(SP) Poorly Graded Sand, fine to mediumg grained, trace Gravel, <br />gray, waterbearing, loose. (Alluvium) <br />20 <br />SS <br />32 <br />1-2-3 <br />(5) <br />i <br />Bottom of borehole at 21.0 feet. <br />
The URL can be used to link to this page
Your browser does not support the video tag.