![]() Donaldson Crossroads Current Project Updateĭetails for the current project are updated at Donaldson Crossroads Project Treatment Process During 2009, the plant’s final effluent discharge met its NPDES Permit discharge limits with the exception of one excursion in January 2009 where the maximum average weekly total suspended solids value was greater than 450.6 lbs/day. The original plant was constructed in 1964 and has been expanded several times with the most recent upgrade being placed into operation in 1998 at its current capacity. ![]() The plants hydraulic design capacity is 1.2 million gallons per day (MGD) and its organic design capacity is 1,954 lbs/day Biochemical Oxygen Demand (BOD). The DC WPCP is located at the confluence of Little Chartiers Creek and Chartiers Creek near the intersection of West McMurray Road and Oakwood Road. ![]() The Chapter 94 requires owners of sewage facilities to project, plan, and manage future hydraulic, organic, and industrial waste loadings to their sewage facilities.Ģ013 Municipal Wasteload Management Report (PDF 1.5 MB) ![]() The Pennsylvania Code 25, Chapter 94 requires annual reports to be filed with the PA DEP. Sanitary Authority Billing and Collection Related LinksĪnnual Volume Treated: 218.8 million gallonsĪnnual Power Bill: $77,400 Pollutants RemovedĪmmonia Nitrogen: 23,470 lbs. ![]()
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