Laserfiche WebLink
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