The article presents the results of the study of the efficiency of removal of iron ions from aqueous solutions by filtration through a filter with loading from the particles of calcium carbonate. It is established that as a result of such an operation, the characteristics of the water significantly change. Thus, when filtering distilled water, there is an increase in pH from the initial 6.3 to 8.8 - 10.0 after passing through calcium carbonate. Moreover, the lower the rate of filtration, the greater the growth of pH. The rigidity of distilled water at low filtration rates increases from 0.1 mg-ekv/dm3 to 0.9 mg-ekv/dm3, but with an increase in filtration rate to 2 m/h, it decreases to 0.5 mg‑ekv/dm3. Water from the Kiev water supply system also significantly changes its parameters. As in the previous case, the hydrogen index rises from the initial 7.0 to 8.6 - 10.1. With regard to stiffness, it is worth noting that with increasing filtration rate it begins to increase, which can be associated with a decrease in pH. When filtering through loading of sewage with different pH values it is observed their neutralization and transfer of pH to the alkaline area. This fact essentially affects the conditions for the removal of heavy metals and does not allow the use of this method for the treatment of drinking water. It should also be noted that with a hydrogen index below 4.0 there is an intense decomposition of calcium carbonate with carbon dioxide emissions and the destruction of loading. This can be considered as one of the negative effects of using the method. Water filtration through loading from the particles of calcium carbonate is accompanied by an increase in the alkalinity of treated water. Thus, at a filtration rate of 0.6 m / h, the alkalinity of distilled water increases from 0.7 to 1.0 mmol/dm3, and the alkalinity of the tap water is from 0.8 to 2.0 mmol/dm3. Such changes are not always acceptable, especially in the case of re-use of treated water. The degree of water purification from Fe2+ and Fe3+ ions depends to a large extent on both the initial content and the rate of filtration. Thus, at initial concentrations of ions in a solution of 24 mg/dm3, 12 mg/dm3 and 6 mg/dm3, their concentration after passing the solution through a column at a rate of 0.2-0.3 m/h was 0.65 mg/dm3, respectively, 0.55 mg/dm3 and 0.5 mg/dm3. Moreover, in all three cases, the purification of Fe2+ and Fe3+ ions is more effective at lower filtration rates. Repeated flow of treated water through the same filter with the same speed reduces the content of iron ions to trace concentrations.Key words: non-ironification, calcium carbonate, filtration, water treatment, iron ions.