Wastewater Treatment

Employee 2019

Treatment Processes

Treatment is accomplished by physical (settling), biological (micro-organisms), and disinfection(alteration) processes to remove the oxygen demand, total solids, ammonia, and bacteria from the water before it enters the receiving stream. Physical treatment is taking place at plant head works, primary clarifiers, and final clarifiers. Biological treatment takes place at the Rock Filter, Bio Tower and in our two Aerobic digesters. Disinfection is the final process that takes place at with our Ultra Violet System. The U.V system uses Ultra Violet light to alter the bacteria so it cannot reproduce and soon after seizes to exist.

The plant has its own laboratory that has a certified inspection every other year. 24-hour composite influent and final effluent samples are collected twice per week and analyzed for Carbonaceous Biochemical Oxygen Demand, Total Suspended Solids, and Ammonia Nitrogen. A broad amount of other tests are done on a daily bases on influent, effluent, and digested sludge. The U.S. Environmental Protection Agency dictates how much B.O.D., Suspended Solids, NH3, and bacteria that can be discharged from the treatment plant to the Cedar River. The city is issued a permit by the agency; which sets parameters on influent / effluent water quality and sludge program.

Solids removed from the treated water are stabilized in Aerobic Digesters for an average of 52 days to reduce Pathogens (disease causing organisms). These treated solids contain fertilizer value and are injected into farm land around Charles City. Regulations need to be followed and each year a sludge report is sent to IDNR and EPA.

When Environmental Protection Agency regulations are followed and met, water discharged by the Charles City Water Pollution Control Plant does not cause any environmental damage to the Cedar River.

Design Capacity

  • 4.66 MGD flow
  • 4300 lbs/day BOD
  • 2700 lbs/day TSS

To learn more about treating wastewater visit http://www.epa.gov/npdes/pubs/bastre.pdf