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Budget Message / Highlights - Metropolitan Water Reclamation ...

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METROPOLITAN WATER RECLAMATION DISTRICT OF GREATER CHICAGO<br />

2009 BUDGET<br />

IEPA is to establish limits for fecal coliform bacteria in the final effluent at the Stickney, Calumet, and North Side<br />

plants. This proposal is controversial, as it is based upon arbitrary limits, is not based on science, and is not supported<br />

by the conclusions of the UAA conducted by the IEPA.<br />

In order to provide the objective scientific conclusion that is lacking in the basis for IEPA’s proposed limits, the District<br />

has conducted and commissioned numerous studies on this subject. These studies include “Spatial and Temporal<br />

Characterization of Fecal Coliform in the CAWs,” “USEPA Bacterial <strong>Water</strong> Quality Review,” “Quantitative Microbial<br />

Risk Assessment for CAWs Recreational Users,” “Epidemiological Study of Incidental Contact and Non-Contact<br />

Recreation on the CAWs,” and “Chicago Area <strong>Water</strong>ways Recreational Study.” In addition, the District commissioned<br />

a blue ribbon task force to determine the most appropriate technology for disinfection if it were to be implemented, and<br />

the costs for such implementation. Due to the high cost of disinfection, the Engineering Department has undertaken an<br />

economic and environmental impact study for meeting the proposed effluent limitations.<br />

The three WRPs which currently do disinfect the effluent use a chemical process of chlorination to deactivate the<br />

pathogens, followed by the addition of sodium bisulfite to reduce chlorine residual. Free chlorine has been shown to<br />

produce chlorinated byproducts which may be harmful to aquatic life. Because of this, in 2008, the District began a pilot<br />

study to evaluate different ultraviolet light (UV) disinfection technologies side-by-side at the Hanover Park WRP. UV<br />

disinfection inactivates bacteria without the use of chemicals. The District is evaluating three different technologies.<br />

Two of the technologies utilize low-pressure high-intensity lamps, with one controlling dosage based on transmittance<br />

and the other based on lamp intensity. The third technology is a unique system utilizing microwave technology instead<br />

of the traditional bulb. Initial evaluation of these technologies is expected to be completed in 2009. The District will use<br />

the results of this study to design UV disinfection facilities for the Egan, Kirie, and Hanover Park WRPs, to replace the<br />

current chlorination/dechlorination chemical disinfection process.<br />

Tunnel and Reservoir Plan Accomplishments<br />

TUNNEL AND RESERVOIR PLAN<br />

March 2006 marked the completion of three decades<br />

of tunnel construction as part of the Tunnel and<br />

Reservoir Plan (TARP). The tunnel system, Phase I<br />

of TARP, is designed to capture up to 2.4 billion<br />

gallons of the first flush of sewage contaminated<br />

stormwater from combined sewers that had<br />

previously flowed into the area waterways. This is a<br />

major portion of the combined sewer overflows<br />

(CSOs) into local rivers.<br />

This project has produced major improvements in<br />

local river water quality, greatly increasing the value<br />

of property bordering the rivers. Wildlife, particularly<br />

birds and fish, are returning as the water quality<br />

improves. Reduction in obvious water pollution has<br />

promoted increased recreational use of these<br />

waterways, which presents other problems. The<br />

waterways are still potentially unsafe for human body<br />

contact due to bacterial contamination, and due to a<br />

lack of access locations.<br />

Phase II of TARP continues with the design and<br />

construction of the McCook and Thornton<br />

Reservoirs. The TARP reservoirs will greatly<br />

increase the volume available for capturing<br />

contaminated combined sewer overflows that<br />

previously would have discharged to the rivers. The<br />

ultimate storage capacity of the TARP system in<br />

2024 will be approximately 17.5 billion gallons.<br />

As of July 2008, approximately 58.7 million tons of<br />

rock (77 percent of the total excavation) has been<br />

mined from Thornton Composite Reservoir by<br />

contract with Hanson Material Service Corporation<br />

9<br />

9

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