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33 U.S.C. § 426kFive year demonstration program to temporarily increase diversion of water from Lake Michigan at Chicago, Illinois

submitted 50 years ago by Pub. L. 94-587 to r/title-33-NAVIGATION-AND-NAVIGABLE-WATERS · 650 words · no verdicts yet

in plain englishAI-generated · not legal advice

The Secretary of the Army may run a five-year test program raising water diverted from Lake Michigan at Chicago, to help flooded Great Lakes shorelines and Illinois Waterway water quality. Diversion can rise from 3,200 up to 10,000 cubic feet per second, done gradually. Diversion must stop early if it would flood the Illinois or Mississippi Rivers or hurt the St. Lawrence Seaway.

(a) Authorization of Secretary of the Army; purpose; amounts of increase. To reduce shoreline water damage on Lake Michigan and other Great Lakes during periods of abnormally high water, and to improve the Illinois Waterway's water quality, the Secretary of the Army, through the Chief of Engineers, may run a five-year demonstration program temporarily raising how much water is diverted from Lake Michigan at Chicago. The goal is to test raising the average annual diversion from the current limit of 3,200 cubic feet per second up to 10,000 cubic feet per second. The increase happens gradually, and must take into account its effects on the Illinois Waterway. The Chief of Engineers develops the program with the State of Illinois and the Metropolitan Sanitary District of Greater Chicago, and those two bodies carry it out under the Chief of Engineers' supervision. (b) Establishment of monthly controllable diversion rates. During the program, a diversion rate is set for each month so the annual average stays between 3,200 and 10,000 cubic feet per second. When Lake Michigan's level is below its average, the total diversion for the following accounting year cannot exceed 3,200 cubic feet per second on an annual basis. The lake's average level is based on average monthly levels from 1900 to 1975. (c) Limits when rivers approach flood stage or the St. Lawrence Seaway is at risk. If river levels on the Illinois Waterway or Mississippi River approach — or are predicted to approach — flood stage at official warning stations, or if further diversion would hurt water levels the St. Lawrence Seaway needs for navigation, no water may be diverted from Lake Michigan at the Wilmette, O'Brien, or Chicago River control structures beyond what navigation actually requires. (d) Additional study. The Chief of Engineers must study and evaluate the increased diversion's effects on Great Lakes water levels, the Illinois Waterway's water quality, and its flood risk, plus any other adverse or beneficial effects. Five years after October 22, 1976, the Chief of Engineers must report the results to Congress, along with a recommendation on whether to continue this authority or change the criteria in subsection (b). (e) "Controllable diversion" defined. For this section, "controllable diversion" means the diversion at the Wilmette, O'Brien, and Chicago River control structures that is not caused by leakage and is not required for navigation.
the actual law source: uscode.house.gov ↗public domain
(a) Authorization of Secretary of the Army; purpose; amounts of increase; incremental accomplishment; effects on Illinois Waterway; responsibilities for development, implementation, and supervision

In order to alleviate water damage on the shoreline of Lake Michigan and others of the Great Lakes during periods of abnormally high water levels in the Great Lakes, and to improve the water quality of the Illinois Waterway, the Secretary of the Army, acting through the Chief of Engineers, is authorized to carry out a five-year demonstration program to temporarily increase the diversion of water from Lake Michigan at Chicago, Illinois, for the purpose of testing the practicability of increasing the average annual diversion from the present limit of three thousand two hundred cubic feet per second to ten thousand cubic feet per second. The demonstration program will increase the controllable diversion by various amounts calculated to raise the average annual diversion above three thousand two hundred cubic feet per second up to ten thousand cubic feet per second. The increase in diversion rate will be accomplished incrementally and will take into consideration the effects of such increase on the Illinois Waterway. The program will be developed by the Chief of Engineers in cooperation with the State of Illinois and the Metropolitan Sanitary District of Greater Chicago. The program will be implemented by the State of Illinois and the Metropolitan Sanitary District of Greater Chicago under the supervision of the Chief of Engineers.

(b) Establishment of monthly controllable diversion rates; average annual level of Lake Michigan and total diversion for succeeding accounting year

During the demonstration program a controllable diversion rate will be established for each month calculated to establish an annual average diversion from three thousand two hundred cubic feet per second to not more than ten thousand cubic feet per second. When the level of Lake Michigan is below its average level, the total diversion for the succeeding accounting year shall not exceed three thousand two hundred cubic feet per second on an annual basis. The average level of Lake Michigan will be based upon the average monthly level for the period from 1900 to 1975.

(c) River stages approaching bankfull conditions on Illinois Waterway or Mississippi River or further increased diversion adversely affecting St. Lawrence Seaway water levels: limitation on diversion

When river stages approach or are predicted to approach bankfull conditions at the established flood warning stations on the Illinois Waterway or the Mississippi River, or when further increased diversion of water from Lake Michigan would adversely affect water levels necessary for navigational requirements of the Saint Lawrence Seaway in its entirety throughout the Saint Lawrence River and Great Lakes-Saint Lawrence Seaway, water shall not be diverted directly from Lake Michigan at the Wilmette, O’Brien, or Chicago River control structures other than as necessary for navigational requirements.

(d) Additional study and demonstration program: determination of effects on Great Lakes levels and Illinois Waterway water quality and susceptibility to additional flooding and investigation of other adverse or beneficial impacts; report and recommendations to Congress

The Chief of Engineers shall conduct a study and a demonstration program to determine the effects of the increased diversion on the levels of the Great Lakes, on the water quality of the Illinois Waterway, and on the susceptibility of the Illinois Waterway to additional flooding. The study and demonstration program will also investigate any adverse or beneficial impacts which result from this section. The Chief of Engineers, at the end of five years after October 22, 1976, will submit to the Congress the results of this study and demonstration program including recommendations whether to continue this authority or to change the criteria stated in subsection (b) of this section.

(e) “Controllable diversion” defined

For purposes of this section, controllable diversion is defined as that diversion at Wilmette, O’Brien, and Chicago River control structures which is not attributable to leakage or which is not necessary for navigational requirements.

Source credit: (Pub. L. 94–587, § 166, Oct. 22, 1976, 90 Stat. 2934.)

history & why it existsrecord from the source credit
  • 1976Enacted · Pub. L. 94-587 · 90 Stat. 2934

A history note hasn’t been published yet. The record shows enactment by Pub. L. 94-587 on 1976-10-22.

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