My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Geotechnical exploration/review-2008
Orono
>
Property Files
>
Street Address
>
O
>
Old Crystal Bay Road North
>
0550 Old Crystal Bay Road North - 33-118-23-13-0021
>
Misc
>
Geotechnical exploration/review-2008
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:47:50 PM
Creation date
3/9/2018 3:00:32 PM
Metadata
Fields
Template:
x Address Old
House Number
550
Street Name
Old Crystal Bay
Street Type
Road
Street Direction
North
Address
550 Old Crystal Bay Road North
Document Type
Misc
PIN
3311823130021
Supplemental fields
ProcessedPID
Updated
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
92
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
AMERICAN ENGINEERING TESTING, INC. AET Project No. 22-00012 <br /> locate public underground utilities, and Hance Utility Services to locate private underground <br /> utilities on this site. <br /> We drilled the outside borings using 21/4-inch inside diameter hollow stem augers. We drilled the <br /> inside borings with hand augers, after coring through the concrete floor slab. We drilled the <br /> borings designated with an "EP" under environmental protocol; the drill rig, augers, drill rods, <br /> and samplers were steam cleaned at our shop before mobilization,and the samplers were washed <br /> in Alconox solution and rinsed with water between samples. A representative from Liesch was <br /> on the site as we drilled to perform environmental screening of the "EP" borings, and to obtain <br /> environmental soil samples. A representative from Liesch also environmentally screened soil <br /> samples from the"ES"borings after the samples were returned to our laboratory. <br /> We backfilled the boreholes with soil cuttings to comply with current Minnesota Department of <br /> Health regulations. Refer to Appendix A for details on the drilling and sampling methods, the <br /> classification methods, and the water level measurement methods. <br /> 4.2 Laboratory Testing <br /> The recovered samples were returned to our laboratory where we visually/manually classified <br /> each sample based on texture and plasticity in accordance with the Unified Soil Classification <br /> (USC) system. Data sheets describing the USC System, and the descriptive terminology and <br /> symbols used on the boring logs are included in Appendix A. <br /> We performed water content tests of selected cohesive samples collected from our borings. The <br /> results of the water content tests are shown on the respective boring logs opposite the samples for <br /> which they were performed. <br /> Page 5 of 28 <br />
The URL can be used to link to this page
Your browser does not support the video tag.