My WebLink
|
Help
|
About
|
Sign Out
Home
Search
04-01-2019 Council Packet 2
LinoLakes
>
City Council
>
City Council Meeting Packets
>
1982-2020
>
2019
>
04-01-2019 Council Packet 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/30/2021 1:08:47 PM
Creation date
4/5/2019 11:52:21 AM
Metadata
Fields
Template:
City Council
Council Document Type
Council Packet
Meeting Date
04/01/2019
Council Meeting Type
Work Session Regular
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
76
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
WS – Item #4 <br />WORK SESSION STAFF REPORT <br />Work Session Item No. 4 <br />Date: March 27, 2019 <br />To: City Council <br />From: Diane Hankee, City Engineer <br />Greg Johnson, WSB & Associates, Inc. <br />Re: Screened Test Well No. 7 <br />Background <br />The City is proposing to construct Well No. 7 on property located at 509 Birch Street and <br />to use the farm house as the well house. As part of the Feasibility Study the council <br />approved a test well. The site is currently owned by Anoka County and Well No. 7 would <br />be completed in coordination with the County. <br />A test well is typically used to provide representative water quality samples and test <br />pumping results to demonstrate that the site would be suitable for a future municipal well. <br />A standard bedrock test well typically costs $30,000 to $40,000. Construction of a <br />municipal well would cost between $275,000 to $315,000. <br />When considering a municipal well, a test well is recommended step to obtain site- <br />specific information regarding the depth of water-producing zones, hard layers (confining <br />layers) that separate aquifers, well production capabilities, and most importantly <br />groundwater quality. The depth of the test well is the same as the proposed future well <br />itself of 300 feet. A test well is typically 6 inches in diameter and municipal well is 10 - <br />12 inches in diameter, thus a test well is not sized large enough to become the municipal <br />well and would significantly reduce the amount of water supplied. <br />During the construction of the bedrock test well the contractor, Traut Companies, drilled <br />approximately 142-feet into the Prairie du Chien formation. The uncemented portion of <br />the formation was not stable and continually collapsed as Traut attempted to reach the <br />Jordan formation below. Traut then switched their drilling method and was able to make <br />it approximately 187-feet, which was close to the top of the Jordan aquifer. However, the <br />well continued to collapse within the uncemented zone and produced sediment filled <br />water. In working with the well drillers Traut and Barott Drilling Services (local well <br />driller) it was concluded that a bedrock test well would not be feasible in this unique <br />formation. Due to the geological conditions in this area, it is recommended to seal the <br />bedrock test well and consider other options. <br />The City could consider constructing a new screened test well, with Anoka County <br />approval, in a different location on the 509 Birch Street site. The screened well would be
The URL can be used to link to this page
Your browser does not support the video tag.