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The pregnant solution contains the metal values and thus it is economically imperative that no leakage takes place from the pregnant pond. A liner system similar to that used for the barren ponds usually employed. A low permeability line
r is required to contain the solution for economic values as well as potential environmental impact caused by solution releases. It is common practice to place the barren solution and pregnant solution ponds adjacent to each other. This confines the large volumes of solution to one area of the facility and reduces construction and operational costs.
Interconnection of the pond also allows the combined pond volume to be available for drain dam operation and design storm event conditions.
The pregnant solution pond is directly connected to the heap. As such, drainage from the heap of both the applied leachate and direct precipitation will take place. The design of the pregnant pond, therefore, requires the inclusion of project hydrology, i.e. storm events.
In the case of heap designed to retain solution such as valley leaches, the pregnant solution is stored within the space between the ore particles. The liner and heap earthwork are required to function as water retaining structures in this instance. Abstraction of solution for processing or recycling to the heap can be performed by pumping of sumps within the heap or drainage from low points within the heap.
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