IDEM Operator Certification Information Terms CWA Clean Water

IDEM Operator Certification Information

Terms �CWA – Clean Water Act passed in 1972 �NPDES – National Pollutant Discharge Elimination System – permit good for 5 years (must reapply 180 day prior to expiration date) �PE – Population Equivalency – how plants are designed – 20 years for future growth PE, capita = (Flow, MGD)(BOD, mg/L)(8. 34 lb/gal) 0. 17 lbs/BOD/capita/day * An operator should be present during construction to become familiar with the plant, including the equipment, machinery and the operation of it. Provides you with the

Overview �Collection Systems �Rain Water I & I �Wastewater Flow �Preliminary Treatment �Secondary Treatment �Solids Handling �Tertiary Treatment �Laboratory �Safety

Rain Water Inflow and Infiltration (I&I) �Enters collection system through cracks and holes in pipes, open cleanouts, cross connections, manholes, #1 cause – leaking pipe joints �Can cause hydraulic overload at WPCF, decreased capacity due to sand grit accumulation, lift station pump failures and overflows, increased operating costs �Accounts for 30% of wastewater flow

Liftstations �Must maintain a velocity of 2 ft per second to stop solids from settling and H 2 S from forming, when unable to reach that velocity build a lift station – lift flow to a higher elevation where it can again flow by gravity �Has forced ventilation to prevent toxic gas fume build-up �Most common is air-lift pump

Wastewater Contents �Domestic waste is 99. 9% water �Contains pathogenic (disease causing) bacteria, viruses, cysts that can cause Typhoid, Cholera, Dysentery, Polio and Hepatitis �Floatable – floats to surface (scum & grease) �Settleable – settles to bottom �Suspended – won’t float or settle (same weight as water) �Dissolved – such as food dye �Colloidal – finely dissolved that remains in suspension causing turbidity (cloudiness) due to its size and electrical charge

Preliminary Treatment �To remove material that can damage or plug up equipment – grit, rags, plastics, sticks, etc. �Flow Equalization / Surge Basins �Bars Screens / Bar Racks �Moving or Rotating Screens �Shredding / Grinding �Grit Chambers / Channels �Odor Control �Pumps (not considered treatment, but located in headworks of plant)

Sedimentation and Floatation �Sedimentation and Floatation happens in both Primary and Secondary (or final) clarifiers �Purpose – to remove settleable and floatable solids from raw ww ◦ Organic solids have high oxygen demand (BOD) �Primary Clarifiers follows grit removal ◦ Velocity 1. 0 to 2. 0 feet per minute �Secondary Clarifier follows any biological treatment

Rotating Biological Contactor (RBC) �Mechanical or air operated drive units rotate the media through wastewater �Biomass is attached to the moving media (attached growth) � 40% of the media is immersed in ww Covered RBCs

Sequencing Batch Reactors (SBR) �Treatment is carried out in a single tank through sequencing stages �Handles periodic flows or batch dumps with ease �Especially well suited for industries ◦ Automatic control through Programmable Logic Control (PLC) ◦ Stable due to high sludge and long retention time ◦ Less costly to build – no need for sludge handling – can be sent directly to drying beds or composting process

BOD/N/P �The ratio of biochemical oxygen demand to nitrogen to phosphorus should be 100/5/1. If the organic loading rate increases the appropriate N & P need to be added at a point where the incoming wastewater is highly mixed to provide nutrients needed by the microbes. The pounds of N & P required per day will be about 10% of the organic solids (dry weight) produced every day. The P required will be one -fifth of the N requirement. The amount of P & N added daily are equal to the difference between the quantity required and the quantity in the waste. Aqueous ammonia or anhydrous ammonia may be added to provide the nitrogen. Phosphate fertilizers or phosphoric acid from a

Conventional Activated Sludge �Detention time – 4 to 8 hours (6 hrs) �Sludge Age – 3. 5 to 7 days �MLSS – 1, 000 to 3, 000 mg/L �DO – 2 to 4 mg/L or ppm ◦ High (>5. 0) shear floc, waste energy ◦ Low (<0. 5) lead to bulking, poor effluent �Mixing ◦ Distributes oxygen evenly ◦ Brings food in contact with microorganisms ◦ Prevents septic conditions on bottom of tank

Nitrification Cycle Heterotrophic Bacteria – Carbonaceous Stage �Get energy from the oxidation of organic materials �Common bacteria in wastewater �This bacteria is responsible for denitrification �Form floc – fast growing Autotrophic Bacteria – Nitrogenous Stage �Get energy from inorganic materials or from the sunlight (some are algae) �Are the nitrifiers �Sulfide oxidizing organisms

Ponds Primary Pond or Lagoon Secondary Pond or Two Stage Pond This is how it works Tertiary Pond or Three Stage Pond

Feed the Primary Heat Digester and Mix the Primary Sludge is. No transferred Heating or Mixing – allow with Primary or. Digester Secondary – called primarysolids (pumped) from the to settle and liquids (WAS) Sludge because it is the first Primary Digester (supernatant) to theto float to the top digester – creates gas Digester Secondary – some gas production

Chemical Stabilization �Lime ◦ Addition of lime adds to the overall quantity of solids that must be disposed ◦ High costs �Chlorine ◦ p. H will drop <3. 5 (acidic) ◦ Lime may be added before dewatering

Sludge Incineration �Use dewatered sludge �Converts dewatered sludge by combustion to carbon dioxide and water vapor �Reduce volume up to 90% �Most common is MHF (multiple hearth furnace) �Temperature 1, 300 – 1, 700°F

Only use the chlorine wrench when opening or closing cylinders – open 100%, close then reopen ¼ turn only Trunions – used to Fusible plug – center turn ton cylinders so is lead – will melt at the valves are 158 to 165ºF to straight horizontally release gas instead of when opening liquid or explosion Ton (2, 000 lb) cyliners (B) Train cargo cars (Class C)

Biological Treatment �Luxury Uptake of Phosphorous – modification of activated sludge �Definitions ◦ Aerobic (oxic): free DO is present ◦ Anoxic: oxygen is deficient or present as combined oxygen in Nitrate (NO 3) and Sulfate (SO 4) �Anaerobic: No oxygen

Lab Miscellaneous �Meniscus (commonly found in pipettes) – read at the bottom of the curve or the top of the curve �You can preserve a metals sample for 6 months �BOD solution water make-up – phosphate buffer, magnesium sulfate, calcium chloride, ferric chloride �A bottle containing only dilution water is called a

Pretreatment �Total toxic organics (TTO) refers to the sum of the masses or concentrations of certain toxic organic pollutants found in the regulated discharge at a concentration greater than 0. 01 mg/L �Inspection – minimum of once per year or as needed �Sampling – SIU at least annually and self monitored semi-annually