1. Wastewater Operator Certification Information

2. Terms CWA – Clean Water Act passed in 1972 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 ) 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 – design for 20 years future growth PE – Population Equivalency – how plants are designed – design for 20 years future growth PE, capita = (Flow, MGD)(BOD, mg/L)(8.34lb/gal) 0.17 lbs/BOD/capita/day 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 opportunity to relate your plant to the drawings.

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

4. 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 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 and grit accumulation, lift station pump failures and overflows, increased operating costs Can cause hydraulic overload at WPCF, decreased capacity due to sand and grit accumulation, lift station pump failures and overflows, increased operating costs Accounts for 30% of wastewater flow Accounts for 30% of wastewater flow

5. Liftstations Must maintain a velocity of 2ft 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 Must maintain a velocity of 2ft 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 Has forced ventilation to prevent toxic gas fume build-up Most common is air-lift pump Most common is air-lift pump

6. Wastewater Contents Domestic waste is 99.9% water Domestic waste is 99.9% water Contains pathogenic (disease causing) bacteria, viruses, cysts that can cause Typhoid, Cholera, Dysentery, Polio and Hepatitis Contains pathogenic (disease causing) bacteria, viruses, cysts that can cause Typhoid, Cholera, Dysentery, Polio and Hepatitis Floatable – floats to surface (scum & grease) Floatable – floats to surface (scum & grease) Settleable – settles to bottom Settleable – settles to bottom Suspended – won’t float or settle (same weight as water) Suspended – won’t float or settle (same weight as water) Dissolved – such as food dye Dissolved – such as food dye Colloidal – finely dissolved that remains in suspension causing turbidity (cloudiness) due to its size and electrical charge Colloidal – finely dissolved that remains in suspension causing turbidity (cloudiness) due to its size and electrical charge

7. Raw Wastewater Solids Composition Wastewater is 99.9% water Dissolved solids makes up the highest percent of solids Dissolved and Suspended Solids make up Total Solids

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

9. Pumps Cavitation The formation of partial vacuums in a liquid by a swiftly moving solid body (as a propeller) or by high-intensity sound waves The formation of partial vacuums in a liquid by a swiftly moving solid body (as a propeller) or by high-intensity sound waves The pitting and wearing away of solid surfaces (as of metal or concrete) as a result of the collapse of these vacuums in surrounding liquid The pitting and wearing away of solid surfaces (as of metal or concrete) as a result of the collapse of these vacuums in surrounding liquid Impeller vane damage

10. Sedimentation and Floatation Sedimentation and Floatation happens in both Primary and Secondary (or final) clarifiers Sedimentation and Floatation happens in both Primary and Secondary (or final) clarifiers Purpose – to remove settleable and floatable solids from raw ww Purpose – to remove settleable and floatable solids from raw ww –Organic solids have high oxygen demand (BOD) Primary Clarifiers follows grit removal Primary Clarifiers follows grit removal –Velocity 1.0 to 2.0 feet per minute Secondary Clarifier follows any biological treatment Secondary Clarifier follows any biological treatment

11. Primary VS Secondary Sludge Primary is denser (heavier) Primary is denser (heavier) Primary is darker in color (dark chocolate) Primary is darker in color (dark chocolate) Effluent (liquid on top) is gray in color Effluent (liquid on top) is gray in color Secondary is lighter is color (milk chocolate) Secondary is lighter is color (milk chocolate) Secondary is mainly microorganisms (lighter) Secondary is mainly microorganisms (lighter) Effluent is clear Effluent is clear

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

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

14. 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 waste acid facility may be used to provide 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 waste acid facility may be used to provide P.

15. Conventional Activated Sludge Detention time – 4 to 8 hours (6 hrs) Detention time – 4 to 8 hours (6 hrs) Sludge Age – 3.5 to 7 days Sludge Age – 3.5 to 7 days MLSS – 1,000 to 3,000 mg/L MLSS – 1,000 to 3,000 mg/L DO – 2 to 4 mg/L or ppm DO – 2 to 4 mg/L or ppm –High (>5.0) shear floc, waste energy –Low (<0.5) lead to bulking, poor effluent Mixing Mixing –Distributes oxygen evenly –Brings food in contact with microorganisms –Prevents septic conditions on bottom of tank

16. Nitrification Cycle Heterotrophic Bacteria – Carbonaceous Stage Get energy from the oxidation of organic materials Get energy from the oxidation of organic materials Common bacteria in wastewater Common bacteria in wastewater This bacteria is responsible for denitrification This bacteria is responsible for denitrification Form floc – fast growing Form floc – fast growing Autotrophic Bacteria – Nitrogenous Stage Get energy from inorganic materials or from the sunlight (some are algae) Get energy from inorganic materials or from the sunlight (some are algae) Are the nitrifiers Are the nitrifiers Sulfide oxidizing organisms Sulfide oxidizing organisms Do not form floc – slow growing Do not form floc – slow growing

17. Sludge Floc Floc under electron microscope Good floc Young – weak lacy Old – dark and falling apart Notice the large thing running through this – that is a filament. The small rice shaped objects are the floc forming bacteria (heterotrophic). You can clearly make out each floc particle and see pretty clear liquid outside of the floc. There is very little filament outside of the floc and the floc is “roundish” in shape. Floc looks like a lace doily, almost no clear water between the floc particles, not way for this to settle. Acts more like a parachute. Floc is almost see through, very fragile looking. Sharp edges in comparison to the Good Floc. Filaments are starting to reach outside the floc particles.

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

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

20. Chemical Stabilization Lime Lime –Addition of lime adds to the overall quantity of solids that must be disposed –High costs Chlorine Chlorine –pH will drop <3.5 (acidic) –Lime may be added before dewatering

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

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

23. Biological Treatment Luxury Uptake of Phosphorous – modification of activated sludge Luxury Uptake of Phosphorous – modification of activated sludge Definitions 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 Anaerobic: No oxygen

24. Safety Top three injuries in wastewater in order: Top three injuries in wastewater in order: –Back –Leg –Hand Lockout/Tagout Lockout/Tagout –Everyone who is working on that piece of equipment must sign/date/add lock sign/date/add lock

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

26. 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 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 Inspection – minimum of once per year or as needed Sampling – Significant Industrial User (SIU) at least annually and self monitored semi-annually Sampling – Significant Industrial User (SIU) at least annually and self monitored semi-annually