SUMMARY STATEMENT on WATER QUALITY CONDITIONS CHICAGO AND ENVIRONS H. W, Poaton Regional Program Director Water Supply and Pollution Control Public Health Service Presented before Natural Resources aarid Power Subcommittee of the House Committee on Government Operations at Chicago, Illinois September 6, 1963 ------- It Is my pleasure to present_, on behalf of the 'Department of Health, Education, and Welfare, this summary statement con- cerning the water quality activities and findings of the Depart- ment In this area. A more detailed statement;, entitled "Statement on Water Quality Conditions, Chicago and Environs," is being submitted for the record. Following entry of the United States Government aa a party litigant in the currant Chicago diversion case in February 1960, the Department of Jxis.ti.ce requested the Public Health Service to study the Illinois Waterway with the objective In mind of pre- senting evidence of quality or probable quality of water in the waterway under several different hypotheses Including no changes in the present method of waste disposal, partial changes, or return of effluents to Lake Michigan, To accomplish this purpose, while at the aam? time developing long-range comprehensive basin- wide plans, the Chicago-based Great Lakes-IIlinois River Basin Project was created In September, I960. The Project is administered by the Division of Water Supply and Pollution Control, Public Health Service. The Information presented here is based largely upon the intensive investigations carried out by the Project in the past three years. The metropolitan area of Chicago Is characterized by its diversity of Industrial and other economic activities, and by the variety and complexity of water quality conditions and. problems found In the area. ------- Within the Greater Chicago area are more than 300 sewerage systems, ranging In size from small Institutional plants to the three large plants of the Metropolitan Sanitary District of Greater Chicago. Largest of the latter is the West-Southwest Sewage Treatment Plant which Is also the largest municipal secondary treatment plant in the world.. Among the area's treatment plants are 42 .Federally-aided projects serving 490,000 people. These projects have received Federal construction grants totaling $5 million in support of an estimated construction cost of $19.6 million. Of the 24 significant Federal installations in the area, eighteen have waste treatment facilities handling a combined total of almost 5.5 million gallons per day. An active evaluation program, of all Federal installations is currently under way. The estimated total population served by organized community sewer systems in the area is about 6.,350/000. Industrial wastes contributed to these systems add organic waste loads equivalent to that from a population of about 3,510,000. The total load received has a population equivalent of approximately 9,860,000. In general., the treatment plants in the area achieve a commendably high efficiency in the reduction of biochemical oxygen demand. - typical values ranging from 85 to 90 per cent. The total municipally-treated waste load discharged has a population equivalent of approximately 1,290,000. An almost equal amount, 1,180,000 in terms, of population equivalent, is ------- discharged separately by Industry. Moat of the irv±u.atries provide' some type of treatment facilities. Represented among these industries are 20 chemical plants,, 11 iron and steel plants, 6 by-product coke plants,, ^ paper and allied product plants, 7 oil refineries, and 15 food processing plants. Many industries discharge pollutants other than oxygen-demanding wastes that can adversely affect the receiving waters. Chief among these are inert solids, oil, dissolved solids, inorganic chemicals and certain organic chemicals and nutrients, Many of the major industries have exerted considerable effort to control their waste discharges and prevent water quality problems. Instituted corrective measures Include closer control of plant operations to reduce the quantity of material entering sewers,, and facilities designed for separation,, neutralisation, and/or reduction of potential pollutants from the waste water before release. Although much has 'been done by both public agencies and Industry, a great deal, more remains to be done, as evidenced by the degraded condition of receiving waters throughout most of the area. The nature of the complex problem is perhaps best characterized by noting that, even after tree,tenant, the residue discharged is equal in pollutional effect to the waste produced in a city of almost 2j+ million people „ Due to Chicago's location atop the divide between two major drainage basins, the small streams in the area, have virtually no dry-weather flow for assim- ilation and transport of residual wastes except the flow ------- _ 4 - artificially provided by diversion from Lake Michigan. The .receiving streams are, there?fore, typically deficient in the dissolved oxygen, required to permit self-purification under- aerobic conditions,; therefore, anaerobic dec imposition results and. produces unpleasant odor.3, contributes to unsightly appear- ance, and prevents the growth of desirable aquatic life. Other conditions indicative of polluted water include widespread presence of oil and. floating debris; detergent foam below spillways and treatment plant outfalls; high concentrations of coHform bacteria, the indirect indicators of fecal pollution, plus the confirmed presence of pathogenic bacteria and viruses; and high concentrations of the nutrients that promote an over- enriched aquatic environment farther downstream. In the Pox Chain O1Lakes and,, to a somewhat lesser degree, in the Inshore waters along Lake Michigan, over-fertilization of the water leads to prolific growths of algae which, in certain seasons, cover the surface,, pile up onto shores and beaches, clog water intakes t and generally Interfere with water uses ranging from the purely esthetic to those absolutely essential. It is possible, at this time, to Identify the major elements of the problem and to suggest thoae measures on which a concentration of effort may be expected to yield the most immediate and greatest Improvement. We do not suggest, however,, that these will result in providing a. water quality which will meet everyone's needs or desires. ------- l"'\ -PI- Outstanding at Chicago, as wall as at many other cltleSj is the problem, of storm water overflows from combined a ewer y. The overflow to streams of the mixture of sewage and urban runoff from approximately 350 points within the area, served "by the Metropolitan Sanitary District has been roughly estlmat-ed at a third as much as the combined load from the District treat- ment plants * Moreover, this 'mixture contains a high percentage of suspended organic solids which,, as the storm subsides, settle to the bottom of the more quiescent channel waters, where It exerts a continuing demand on the stream's oxygen, resources* Ways must be found either to convey a larger portion of this spillage to treatment plants or to effect other measures for Its control. Disinfection of the area1a treatment plant effluents Is recommended. Since such disinfection la not completely effective In destroying micro-organisms, and field sampling at Chicago • Indicates that re-growth occurs Iri the stream^ experiments should be conducted to improve arid increase reliability of disinfection methods„ As our society progresses and expands j, we find not only Increasing water quality ehallenges resulting from technolo- gical advances, but also problems involving such matters as boat pollution. Because of the heavy concentrations of boats In limited geographical water areas, Increasing attention must be given to the control of harmful discharges from boats. ------- „ 6 ..- The salient .features of an at back, on 'water pollution In. the Greater Chicago a.r-ea can. 'be .-naamarlzed as follows it s;'; "'^e source of a greater percentage of certain ma.,ter:l.a,Is ^ particularly Industrial wastes,, 2, Improvement in the collection of waste waters,, to minimize the quantities' or' waste now reaching streams without treatment ,» 3* Improvement In treatment^ of waste waters* This. includes both advaneemenTTlil'Hfciowled.ge of treatment techniques and more universal application of existing knowledge* 4. Better management of stream flow regulatltm to provide the minimum stream f lows~"wh'ich, ' IH~^Ee~pre s ent state of our knowledge, are still needed to assimilate and . transport waste water and its residual wastes, if undesirable downstream conditions are to be prevented, 5» Monitoring.,, survell lane e^, and^ pol i c ing^ together with eTill.gfitene1r"arr3~ aggreaaTve managemenrof treatment works, ensure that full benefits will be obtained from the costly investments that are an Inescapable part of satisfactory waste disposal, Research Is needed in the many fields related to this. complex problem. But Improvements are urgently needed today and we should not await the hoped-for breakthroughs in knowledge before attacking the problem with those measures available now, ------- |