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The Contractor has stated you cannot stablize soils to this large of an area. There is an actual fill area for a DOT roadway if 15 feet. The entire parking area of the building is a cut/fill situation. The suggested stablization methods are: fly ash (town will not allow), lime (too cold)...

The owner has stated that in the documents the contractor is to carry money for winter conditions (soil stabliization) --Soil stabilzation cannot be used for mass earth excavation-- There was a geotech report for the project but was for information only to the contractor, not to use for bidding...

The contractor wants to get paid to handle the material twice and the owner does not want to pay for imported material.

I'm building a retail store in NY this time of year. The site is a balanced cut/fill but the existing materials are saturated. Most soil stabilization methods can not be done because of the weather. Any suggestions??