The Village of Lake Villa changed its water supply from groundwater to Lake Michigan in 2018. Prior to the connection, the village had two separate water systems: the South System that included a 1 million gallon ground storage tank and a 400,000 gallon water spheroid (Tower A), and the Painted Lakes System that included a 200,000 gallon water spheroid (Tower B). The water supply conversion required that the village connect the two systems with a 6,000 lineal foot 12-inch transmission main. However, since the two water systems had been constructed separately, this connection created a hydraulic issue. The Tower B top capacity elevation was 11 feet higher than Tower A. The initial recommendation to correct this issue was to install an altitude valve in Tower A. This solution created immediate issues with transient pressure surges. A water model and study indicated that pressure transients only occurred when the altitude valve was closed, and Tower A was effectively removed from service. After reviewing all available options, it was recommended that the Tower B overflow elevation be lowered to the same level as Tower A, requiring the removal of an 11-foot section of the single pedestal shaft. This presentation will detail the trials and tribulations of combining two water distribution systems, an exploration into thinking outside the box, issues solved by this project, the extensive preparation required to lower a water spheroid, and footage of the actual separation and rewelding.

After this session, participants will be better able to:
• Model water systems and determine the impact of large water users on small systems.
• Accept “out of the box” thinking when evaluating alternatives.
• Identify water system pressure issues related to varying elevated water tower top capacity lines.

Contributor/Source

Jim Bowles-Superintendent of Water and Sewer, Robert Doeringsfeld-Department Manager