Connecticut P-1 & P-2 Continuing Education Chapter 3.3 Gray Water Systems.

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Presentation transcript:

Connecticut P-1 & P-2 Continuing Education Chapter 3.3 Gray Water Systems

Definitions Active Sludge – Sewage sediment, rich in destructive bacteria that can be used to break down fresh sewage more quickly. Bacteria, Aerobic- Bacteria living, active, or occurring only in the presence of oxygen. Bacteria, Anaerobic- Bacteria living or growing in the absence of oxygen. Anaerobic bacteria get their oxygen by decomposing compounds containing oxygen. Bacteria, Facultive Anaerobic- Bacteria having the quality of being able to live or thrive under more than one set of conditions with or without oxygen. Bacteria, Parasitic- Bacteria having the quality of living in or on another organism for existence or support without making a useful or adequate return.

Definitions Bacteria, Saprophytic- Bacteria having the quality of obtaining food by absorbing dissolved organic decay from the product of organic breakdown and decay. Digester- A covered tank in which digestion of sewage sludge is carried out. Effluent- Waste material, the out flowing water or waste from a septic tank. Filtration- The flow or trickling of a liquid downward through a contact or filtering medium, the liquid may not fill the pores of the medium. Pathogenic- Capable of causing disease, containing bacteria or viruses.

Gray Water Grey water is wash water from, washing machines, dishwashers or personal hygiene fixtures such as lavatories, showers and tubs Grey waster contains no human waste. Waste water that contains human waste is classified as black water Grey water ◦contains far less nitrogen  which is very difficult to remove and is rated as one of the most serious pollutants to drinking water. ◦contains far fewer pathogens  which are main contributor’s to diseases. ◦decomposes much faster  this leads to a faster stabilization which enhances the prevention of water pollution.

Aerobic Pre-Treatment Good for.. ◦Showers ◦Hand washing ◦Laundry Stretch filter protects the infiltration piping by removing large fibers and particles. Filter will hold the larger particles and fibers and lets the remaining organisms advance to the next process. Mostly used in public building where food is not introduced into the system which will then become anaerobic and causes the effluent to become malodorous making for a high maintenance scenario.

Anaerobic to Aerobic Pre- Treatment When foods from dishwashers and kitchen sinks are part of the plumbing, the following option is recommended. ◦Three stage septic tank  For sludge and grease  Effluent outgoing from the tank is anaerobic ◦ Can be removed every 4 th year rather than bi-yearly. ◦Sand Filter  Restores aerobic conditions ◦Last stage is treatment in a planter bed

Filtering System Pea Gravel Sand Course Drain Gravel Sludge Inlet Discharge Geo Textile Cloth Pump Sand Filter Three Stage Septic Tank Baffles Vent Pump Pit