Managing Risk to Groundwater Wells during Pump Station and Pipeline Construction — The Walnut Lake Project
Publication: Pipelines 2008: Pipeline Asset Management: Maximizing Performance of our Pipeline Infrastructure
Abstract
The Walnut Lake No. 1 project located in Oakland County, Michigan consists of a deep pump station and force main and serves to virtually eliminate sanitary sewer overflows. A critical element identified during the preliminary design phase was the need to protect adjacent private groundwater wells from possible loss of service and reduction in water quality due to a lowering of the ground water table. Installation of the pump station required excavation to a depth of 50 feet. To quantify the potential impact, a model of predicted dewatering radius of influence was developed and the location of nearby wells identified. A $200,000 water supply and well repair allowance was included in the bidding documents. A formal plan of action was developed to guide the team in quickly and cost-effectively resolving homeowner complaints. A total of ten wells were impacted during construction for a cost within the original allowance amount. This proactive approach successfully eliminated legal action, severe customer complaints, and health and safety issues.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Bodies of water (by type)
- Construction engineering
- Construction management
- Environmental engineering
- Groundwater
- Groundwater depletion
- Groundwater quality
- Infrastructure
- Lakes
- Pipeline management
- Pipeline systems
- Pumping stations
- Water (by type)
- Water and water resources
- Water management
- Water quality
- Water supply
- Water supply systems
- Water treatment
- Wells (water)
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