An addition was being built on to a residential property located on the West Rosebud River just South of Roscoe, MT. The addition was going to contain an endless pool which caused potentially settlement concerns due to the soft sandy soils. In an effort to provide adequate bearing capacities in the non-cohesive soils, YSS specially configured each helical lead section with 10", 12", and 14" plates. Capacities were reached with greater than 2.0 safety factors.
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