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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

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