My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1010 N BROADWAY STARBUCKS Geotech Report 2025-07-24
>
Address Records
>
N BROADWAY
>
1010
>
STARBUCKS
>
Geotech Report
>
1010 N BROADWAY STARBUCKS Geotech Report 2025-07-24
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2025 3:00:37 PM
Creation date
7/24/2025 2:58:49 PM
Metadata
Fields
Template:
Address Document
Street Name
N BROADWAY
Street Number
1010
Tenant Name
STARBUCKS
Address Document Type
Geotech Report
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
49
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
FIELD EXPLORATION PROCEDURES <br /> The following paragraphs describe our procedures associated with the on-site subsurface <br /> explorations and field tests that we conducted for this project. Interpretive stratigraphic logs of <br /> our auger borings are enclosed in this appendix. Our scope of work did not include a precise <br /> survey of each exploration location. Instead, all horizontal positions were determined by pacing <br /> or taping distances from existing site features, and all depths were referenced to existing site <br /> grade. As such, the locations and depths given in the report text, shown on the report figures, <br /> and stated on the stratigraphic logs should be considered accurate only to the degree implied by <br /> our measuring methods. <br /> Auger Borings <br /> All borings were advanced with a hollow-stem auger, using a truck-mounted drill rig operated by <br /> an independent drilling firm (Environmental Drilling, Inc.)working under subcontract to Terracon. <br /> As each boring was completed, the borehole was backfilled with suitable materials and the <br /> surface was patched with asphalt or concrete. Excess soil cuttings were left on site in discreet <br /> locations. <br /> A geotechnical specialist from our firm continuously observed the borings, logged the <br /> subsurface conditions, and collected representative soil samples. Throughout the drilling <br /> operation, soil samples were obtained at 2'/2- or 5-foot depth intervals by means of the Standard <br /> Penetration Test (SPT) per ASTM: D-1586. All samples were stored in watertight containers <br /> and later transported to our laboratory for further visual examination. Interpretive stratigraphic <br /> logs of our explorations are enclosed in this appendix. <br /> 81135080 <br />
The URL can be used to link to this page
Your browser does not support the video tag.