In the framework of the work the values of the vibrodynamic loads when driving of the two piles and their impact on the existing slab on pile foundation of dormitory № 8b and at the gas station in the 25-meter zone from the place of piling were determined. Calculations of the actual impact of the immersion of piles in the residential area of the campus of SFU (dormitory No. 8b) on the existing slab were made, the results of which revealed that the impact on the existing building does not exceed the maximum permissible value. At the same time, calculations were carried out on the existing gas station, the results of which showed that at a distance of 15.0 m, the clogging will not cause the development of deformations of the bases of existing structures of any type, based on soils from soft-plastic to hard consistency.