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If you can't get it dry without killing your job costing in terms of man hours, Eastern1 is right on with using the larger aggregate to firm things up. Add it in thin layers, and compact it until the ground won't take any more. We do this successfully when we run into our " Blue Moll", clayey organic deposits courtesy of the formation of the ChesapeakeBay. In the future on jobs like this, you could dig a sump hole off to the side at the lowest point of your excavations. This will allow most of the water to move out of your work space, and you can pump it out as needed.
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