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Kiel Wastewater Treatment Plant
Steve RabeChief Operator
Background• 1965 Constructed at current location• 1979 Phase 1 Facility• 1982 Phase 2 Facility• 1996 Pretreatment Modifications• 1997 Aeration and Class A Sludge• 2001 River Road Capacity Increase• 2008 Aeration “Focus on Energy”• 2012 Bio‐P Removal• 2013 River Road Generator• 2015 Facility Plan to take us?
Influent Design Limits Average
Flow 0.862mgdBOD 6000 lbs/dayTSS 2842 lbs/dayPhos 145 lbs/day
Effluent Permit Limits
BOD & TSS 10 mg/l summer15 mg/l Winter
Phos 1.0 mg/lOther LimitsAmmonia, D.O., Chlorine & Fecal (Seasonal), pH, Copper
Projected Limits
BOD & TSS 10 mg/l Summer15 mg/l Winter
Phos 0.10 mg/lAmmonia, D.O., Chlorine & Fecal (seasonal), pH, Chloride, Copper, Temp
Staff
• Utility Manager• Chief Operator • Lab Tech• (2) Operators/Maintenance
Industries
• Land O’ Lakes 40% Flow and 50% Loading
• Sargento 10% Flow and 15% Loading• Baker Cheese 0.5%flow and 10% Loading
Hauled‐In Waste Annual
• Holding Tank 30 million gallons• Septic Tank 1.5 million gallons• Wash Waters 23 million gallons
• Generates $600,000 yearly