Aerobic Treatment Systems & Conventional Septic Systems Pumping, Parts, Service & Installation
Serving Fort Worth, Burleson, Cleburne & Surrounding Counties
Aerobic Systems for Dummies
Imagine a giant washing machine underground that cleans and spits the unclean out and away.
Churning is Good, more churning is better.
Pumping-off the water is Good, pumping off clean water is even better.
Reusing the nutrient-rich clean water on your lawn and trees is good.
Spraying un-clean water on your neighbour’s house is bad.
Cleaning the system by a proper pump-out cleaning every year to three is good.
Not cleaning the system is bad.
Maintenance is good.
No maintenance is costly and bad.
Call Harrington Environmental Services and we shall explain it to you on the job. We like speaking with our customers. Ring us now and find out!
If you wish read more technically oriented material for the astute, perspicacious and curious members of our Constituency, please read below. It not necessary however, just call now!
Aerobic Systems are indeed Complicated Bio Systems Dealing with the Underworld and of largely Unseen Forces
Aerobic Treatment Systems, Aerobic Systems or ATS process generally consists of the following phases:
Pre-treatment stage to remove large solids and other undesirable substances.
Aeration stage, where aerobic bacteria digest biological wastes.
Settling stage allows undigested solids to settle. This forms a sludge that must be periodically removed from the system.
Disinfecting stage, where chlorine or similar disinfectant is mixed with the water, to produce an antiseptic output. Another option is UV disinfection, where the water is exposed to UV light inside of a UV disinfection unit.
The disinfecting stage is optional, and is used where a sterile effluent is required, such as cases where the effluent is distributed above ground. The disinfectant typically used is tablets of calcium hypochlorite, which are specially made for waste treatment systems. The tablets are intended to break down quickly in sunlight. Stabilised forms of chlorine persist after the effluent is dispersed, and can kill plants in the leach field.
Since the ATS contains a living ecosystem of microbes to digest the waste products in the water, excessive amounts of items such as bleach or antibiotics can damage the ATS environment and reduce treatment effectiveness. Non-digestible items should also be avoided, as they will build up in the system and require more frequent sludge removal
Types of aerobic treatment systems
Small scale aerobic systems generally use one of two designs,
Fixed-film systems, or continuous flow, suspended growth aerobic systems (CFSGAS). The pre-treatment and effluent handling are similar for both types of systems, and the difference lies in the aeration stage.
Fixed film systems
Fixed film systems use a porous medium which provides a bed to support the biomass film that digests the waste material in the wastewater. Designs for fixed film systems vary widely, but fall into two basic categories (though some systems may combine both methods). The first is a system where the media is moved relative to the wastewater, alternately immersing the film and exposing it to air, while the second uses a stationary media, and varies the wastewater flow so the film is alternately submerged and exposed to air. In both cases, the biomass must be exposed to both wastewater and air for the aerobic digestion to occur. The film itself may be made of any suitable porous material, such as formed plastic or peat moss. Simple systems use stationary media, and rely on intermittent, gravity driven wastewater flow to provide periodic exposure to air and wastewater. A common moving media system is the rotating biological contractor (RBC), which uses disks rotating slowly on a horizontal shaft.
Nearly 40 % of the disks are submerged at any given time, and the shaft rotates at a rate of one or two revolutions per minute.
Continuous flow, suspended growth aerobic systems
CFSGAS systems, as the name implies, are designed to handle continuous flow, and do not provide a bed for a bacterial film, relying rather on bacteria suspended in the wastewater. The suspension and aeration are typically provided by an air pump, which pumps air through the aeration chamber, providing a constant stirring of the wastewater in addition to the oxygenation. A medium to promote fixed film bacterial growth may be added to some systems designed to handle higher than normal levels of biomass in the wastewater.
Retrofit or portable aerobic systems
Another increasingly common use of aerobic treatment is for the remediation of failing or failed anaerobic septic systems, by retrofitting an existing system with an aerobic feature. This class of product, known as aerobic remediation, is designed to remediate biologically failed and failing anaerobic distribution systems by significantly reducing the biochemical oxygen demand (BOD5) and total suspended solids (TSS) of the effluent. The reduction of the BOD5 and TSS reverses the developed bio-mat. Further, effluent with high dissolved oxygen and aerobic bacteria flow to the distribution component and digest the bio-mat.
A Composting toilette or toilets are designed to treat only toilet waste, rather than general residential waste water, and are typically used with water-free toilets rather than the flush toilets associated with the above types of aerobic treatment systems. These systems treat the waste as a moist solid, rather than in liquid suspension, and therefore separate urine from faeces during treatment to maintain the correct moisture content in the system. An example of a composting toilet is the clivus multrum (Latin for 'inclined chambre'), which consists of an inclined chambre that separates urine and faeces and a fan to provide positive ventilation and prevent odours from escaping through the toilet. Within the chambre, the urine and faeces are independently broken down not only by aerobic bacteria, but also by fungi, arthropods, and earthworms. Treatment times are very long, with a minimum time between removals of solid waste of a year; during treatment the volume of the solid waste is decreased by 90 percent, with most being converted into water vapour and carbon dioxide. Pathogens are eliminated from the waste by the long durations in inhospitable conditions in the treatment chamber
Comparison to traditional septic systems
The aeration stage and the disinfecting stage are the primary differences from a traditional septic system; in fact, an aerobic treatment system can be used as a secondary treatment for septic tank effluent. These stages increase the initial cost of the aerobic system, and also the maintenance requirements over the passive septic system. Unlike many other biofiltres, aerobic treatment systems require a constant supply of electricity to drive the air pump increasing overall system costs. The disinfectant tablets must be periodically replaced, as well as the electrical components (air compressor) and mechanical components (air diffusers). On the positive side, an aerobic system produces a higher quality effluent than a septic tank, and thus the leach field can be smaller than that of a conventional septic system, and the output can be discharged in areas too environmentally sensitive for septic system output. Some aerobic systems recycle the effluent through a sprinkler system, using it to water the lawn where regulations approve.
Since the effluent from an ATS is often discharged onto the surface of the leach field, the quality is very important. A typical ATS will, when operating correctly, produce an effluent with less than 30 mg/litre BOD5, 25 mg/L TSS, and 10,000 cfu/mL faecal coliform bacteria. This is clean enough that it cannot support a biomat or "slime" layer like a septic tank.
ATS effluent is relatively odourless; a properly operating system will produce effluent that smells musty, but not like sewage. Aerobic treatment is so effective at reducing odours, that it is the preferred method for reducing odour from manure produced by agricultural operations. BLU Sites or Beneficial Land Utilisation Operations utilise Lime Stabilisation and a Deep-State churning method pioneered by Sir Raeford back in the 1980s.