My WebLink
|
Help
|
About
|
Sign Out
Home
Search
07/15/2004 Env Bd Packet
LinoLakes
>
Advisory Boards & Commissions
>
Environmental Board
>
Packets
>
2004
>
07/15/2004 Env Bd Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/5/2014 12:19:53 PM
Creation date
8/4/2014 2:24:31 PM
Metadata
Fields
Template:
Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
07/15/2004
Env Bd Meeting Type
Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
182
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
OWNER <br />Mr. Ed Vaughan <br />LOG OF BORING NUMBER 370 <br />STS Consultants Ltd. <br />PROJECT NAME <br />Bridge&Rdwy, Pheasant Hills Preserve 12th Add. <br />ARCHITECT- ENGINEER <br />Loucks & Associates, Inc. <br />SITE LOCATION <br />East of Ruffed Grouse Road, Lino Lakes, Minnesota <br />y <br />rc r <br />z " <br />.n' UNCONFINED COMPRESSIVE STRENGTH <br />ToNS/FT.2 3 4 5 <br />PLASTIC WATER LIQUID <br />LIMIT % CONTENT % LIMIT % <br />— — — - • — — — — -p <br />10 20 30 40 50 <br />OEPTH(FT) <br />ELEVATION(FT) <br />IPLE NO. <br />SAMPLE TYPE <br />1 SAMPLE DISTANCE <br />RECOVERY <br />DESCRIPTION OF MATERIAL <br />i i <br />STANDARD <br />0 PENETRATION BLOWS/FT. <br />10 20 30 40 50 <br />e / <br />SURFACE ELEVATION +884.4 NGVD <br />HS <br />Sapric peat - black - moist - soft - (Pt) <br />3.5 <br />sss�ss� <br />t <br />6S <br />metyypinseeme. <br />I. <br />Sandy clay, trace roots - brown - firm - (CL) <br />1_6.0 <br />2 <br />Silty very fine sand - red -brown - saturated - loose - (SM -ML) <br />9.3 <br />SS <br />_1 <br />on 3 <br />SS <br />1 <br />Fine to medium sand, silt traces - brown to red -brown - <br />saturated - loose - (SP) <br />25.0 <br />4 <br />HS <br />SS <br />5 <br />HS <br />SS <br />I <br />1 <br />6 <br />HS <br />Kam <br />SS <br />I <br />1 <br />Silty fine to medium sand, trace gravel - brown to red -brown = <br />saturated - medium dense - (SM) <br />38.5 <br />2 <br />I <br />7 <br />III <br />HS <br />- <br />SS <br />8 <br />■ <br />HS <br />IMO <br />mum <br />SS <br />i <br />_ 9 <br />I IS <br />Fine to medium sand, silt traces - brown saturated - loose - <br />(SP) <br />42.0 <br />NIL <br />____ <br />SS <br />IMPIPINIIE 10 <br />End of boring at 42.0 ft. <br />Boring backfilled with high solids bentonite grout. <br />The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual. <br />5.3 ft. WS <br />BORING STARTED <br />3/6/02 <br />STS OFFICE <br />Minneapolis Area - 06 <br />BORING COMPLETED <br />ENTERED B <br />SHEET NO. 1 OF <br />RIG /FOREMAN <br />CME- 750 /GD <br />APP'D BY <br />MM <br />STS JOB NO. <br />98623 <br />
The URL can be used to link to this page
Your browser does not support the video tag.