My WebLink
|
Help
|
About
|
Sign Out
Home
pf_01735
Roseville
>
Planning Files
>
Old Numbering System (pre-2007)
>
PF1000 - PF1999
>
1700-1799
>
pf_01735
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/21/2024 1:24:27 PM
Creation date
2/21/2024 1:23:29 PM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
1735
Planning Files - Type
Special Use Permit
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
54
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
STS Consultants Ltd. <br />Consulting Engineers <br />2405 Annapolis Lane, Suite 280 <br />Minneapolis, Minnesota 55441 <br />(612) 559-1900 <br />July 10, 1987 <br />Mr. Ron Backus <br />The Shelard Group <br />7825 Washington Ave. S. <br />Suite 700 <br />Bloomington, MN 55435 STS Project 94039-XA <br />Re: Rice Street Retail Center in Roseville, Minnesota <br />Dear Mr. Backus: <br />As you requested on July 9, 1987 we have examined the above - <br />referenced site for the presence of petroleum product in the <br />subsurface soils. Petroleum odors were noted by STS person- <br />nel during excavation for the foundations of the retail <br />center. The area of concern was within the east foundation <br />line just north of the southeast corner of the building. <br />The initial contaminated area observations were conducted on <br />July 9th. During that site visit the HNU photoionization <br />meter was used to identify the presence of organic vapors in <br />the soils at the southeast corner of the building. -An HNU <br />deflection of 118 parts per million was identified at a depth <br />of approximately 7 feet below site grade in the footing <br />subcut excavation. <br />On July loth a project engineer from STS Consultants, Ltd. <br />observed two backhoe test pits, one east and one west of the <br />area of concern. The purpose of these test pits was to <br />identify the vertical and horizontal extent of the contamina- <br />tion. These test pits extended to an approximate depth of 17 <br />feet. The locations of these test pits are shown on the <br />attached site diagram (Figure 1). <br />The soils encountered were similar to those identified in the <br />test borings conducted at the site. To a depth of approxi- <br />mately 14 feet, fill materials were encountered. The fill <br />was silty sand with varying quantities of concrete rubbla, <br />debris and concrete blocks. A larger quantity of rubble was <br />encountered in test pit 2 than in test pit 1. <br />HNU deflections were recorded in areas where petroleum odors <br />were noted. A summary of HNU deflections calibrated with a <br />benzene referral is presented on Table I. It was noted thl:,t <br />the HNU deflections were relatively low in the Eill material <br />
The URL can be used to link to this page
Your browser does not support the video tag.