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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 />

• Contingency and Emergency Response Plans: To develop response plans for unanticipated events such as<br />

inclement weather, spills, and equipment malfunctions.<br />

• Sustainable Management Practices and Operations: To enhance the environment by committing to sustainable,<br />

environmentally acceptable biosolids management practices and operations through an environmental<br />

management system.<br />

• Preventive Maintenance: To prepare and implement a plan for preventive maintenance for equipment used to<br />

manage biosolids and wastewater solids.<br />

• Continual Improvement: To seek continual improvement in all aspects of biosolids management.<br />

• Communications: To provide methods of effective communications with gatekeepers, stakeholders, and<br />

interested citizens on key elements of each environmental management system, including information relative<br />

to system performance.<br />

The District is also committed to:<br />

• Generating and utilizing all biosolids in a responsible manner that complies with all requirements of the<br />

District’s permits and applicable federal, state, and local regulations.<br />

• Providing multiple avenues of utilization of biosolids as the District believes that diversity leads to competition<br />

and subsequently lower costs to the taxpayer.<br />

• Continually maximizing the proportion of biosolids beneficially utilized through land application programs and<br />

the District’s Controlled Solids Distribution Program.<br />

• Instilling public confidence in the District’s biosolids activities through consistent production of a high quality<br />

biosolids product.<br />

• Reducing the area of land committed to the processing and drying of biosolids, thereby reducing the potential<br />

for odors and improving the stewardship of District property.<br />

Nutrient Removal<br />

While the majority of nutrients in the Illinois River come from non-point source agricultural runoff, sewage treatment<br />

plants are identifiable sources and can be statutorily regulated. The potential for nutrient standards being imposed on<br />

sewage treatment plants is a very real possibility, and an area of concern.<br />

Nitrates are less toxic to aquatic life than other nitrogen compounds, but must be reduced in downstream drinking water<br />

for public health reasons. Excessive nitrates affect infants’ circulatory systems resulting in “blue baby syndrome.”<br />

Nitrates and phosphates are linked to fertilizing downstream algal blooms and contribute to the growing 8,500 square<br />

mile “dead zone” in the Gulf of Mexico.<br />

The most common conventional<br />

treatment for phosphorus removal in a<br />

sewage treatment plant involves<br />

precipitating the phosphorus out of<br />

solution using a chemical aid such as<br />

alum or ferric chloride. The precipitate<br />

is removed in the sedimentation process<br />

and ultimately ends up in the biosolids.<br />

Another phosphorus removal<br />

technology involves removal of the<br />

soluble fraction of phosphorus through<br />

a biological process involving a series<br />

of anaerobic and aerobic zones. This<br />

technology does not achieve very low<br />

levels of phosphorus, but can be<br />

effective to produce effluent in the<br />

range of 0.5 – 1 mg/L total phosphorus.<br />

Additional phosphorus removal can be<br />

Hennepin<br />

District WRP effluent flow via the Des Plaines and<br />

Illinois Rivers to the Mississippi River and ultimately<br />

into the Gulf of Mexico.<br />

Lockport<br />

Powerhouse<br />

Marsh<br />

Collateral<br />

Channel<br />

Centennial<br />

Trail Marsh<br />

achieved by filtering the liquid stream to remove the fine particulate fraction of the phosphorus. The combination of<br />

precipitation with filtration can remove phosphorus to very low levels, but is very expensive.<br />

The removal of nitrogen-containing compounds from sewage effluent can be achieved through biological processes.<br />

The process involves a series of anoxic and aerobic zones that cultivate the appropriate bacteria to oxidize ammonia<br />

nitrogen to nitrate (aerobic zone) and reduce nitrate to nitrogen gas (anoxic zone). This nitrogen gas is released to the<br />

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