At the St. Louis Water Company, a study demonstrated that water receiving proper pretreatment can be successfully filtered at rates of 5‐6 gpm/sq ft, with either a rapid sand filter or a dual‐media filter. Pretreatment requirements will vary with the quality of the raw water and should be determined on this basis. The pretreatment facilities utilized for this study had detention times based on a 3 gpm/sq ft filtration rate. The water treated had widely varying characteristics. Statistics show the range of raw‐water characteristics, turbidity of water applied to dual‐media filters, and turbidity of the filter effluent during 1967. The unit dosage of chemicals to achieve these results is also presented.