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Public Works Departments |
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| Water Pollution Control Division | |||||
| Russell J. Jebbia, Public Works Director | |||||
Albert K. Campbell, Superintendent |
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| Section Supervisors | |||||
Operations: Daniel Villani |
Maintenance: Thomas Seifert |
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Electrical: Edward Martin |
Collection: Robert Weisner |
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Accounting: Michaelene Raskiewicz |
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| Phone: (304) 234-3874 | Fax: (304) 234-3873 | ||||
| E-mail: | Click here for mailing address | ||||
History
In 1960, the construction of the Citys wastewater treatment plant and a system of interceptor sewers were completed. The primary treatment plant was upgraded and completed to provide secondary treatment of combined sewage overflows in 1983. With the upgrade, the treatment plant has the ability to provide secondary treatment for wastewater flows up to 10 mgd (million gallons per day) with a total hydraulic capacity of approximately 30 mgd. Today, the City of Wheelings wastewater treatment plant serves nearly all of Ohio County and more. By contractual agreement, it regionally receives and treats flows from the Village of Clearview, the City of Bethlehem, the Town of Triadelphia, the Ohio County Public Service District, and a small portion of Marshall County Public Service District. The System Waste arrives at the
treatment plant by way of an interceptor sewer with the Treatment The treatment plant is an activated sludge secondary treatment system that uses a biological system to remove organic pollutants from the flow stream. Sludge handling and treatment, an integral part of overall wastewater treatment, includes an anaerobic digestion system. The methane gas is used to heat part of the plant. Other energy saving features include a heat recovery system on the air piping which heats the north end of the site, and a plant effluent water system for non-potable water needs, which minimizes the need for city water. When wastewater comes to the plant, the objective of the preliminary treatment is the removal of large debris, sand, and grit. After this step, the wastewater flow goes through the primary treatment process in which further solids and floatable material are removed and the clarified wastewater overflows to the secondary system. At this point, the flow (up to 15 mgd) is split between two sets of aeration tanks. Flow in excess of 15 mgd bypasses the aeration system and is chlorinated prior to discharge. Within the aeration tanks, bacteria biologically oxidize the organic pollutants in the wastewater. Clarified effluent from the tanks flows through the chlorine tanks for disinfection and is discharged to the Ohio River. The solids collected during the above process are degritted, thickened and pumped to the anaerobic digesters. The digested sludge is then dewatered by belt filter presses and trucked to a landfill for disposal. |
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