Pile driving at construction sites generates noise and vibrations. Depending on the distance to nearby structures, their natural frequencies, and the type of foundation soils, such vibrations may cause damage to such structures. This paper presents the results of a vibration monitoring study at was conducted at a water treatment plant in the Atyrau region of the Republic of Kazakhstan. The aim of the study was to measure vibrations at various distances from the pile driving location. Vibrations were recorded at five points during the installation of three 12 m. concrete piles. Due to the problematic soil conditions and the site-specific nature of vibration studies, this research contributes valuable data on vibromonitoring for other locations. The highest vibration velocities were observed when the piles were driven to depths of 5 to 6 m. The presence of other building foundations influenced the magnitude and distribution of the recorded vibrations. The maximum vibration velocities and frequencies remained within the permissible limits according to the DIN 4150–3 standard.