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Chlorination
, Dry Pellet Chlorinators, Retention Tanks , UV, Cysts
Disinfection for the purpose of this discussion is to control bacteria, viruses
and cysts in potable water for residential systems. The control of the bacteria and viruses is done with either
chlorine or Ultra Violet (U.V.) lights. Ozone will not be discussed because at present there is no good way to
control or monitor it in a residential system. Cysts only found in surface water supplies (lakes, streams, some
shallow wells, etc...) are usually controlled by mechanical filtration.
Chlorination
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Chlorination is the only method recognized by the EPA and the State of Maine for
the control of bacteria and viruses in public water supplies. It provides for residual disinfection in the distribution
lines. The residual provides an added margin of safety for any time there might be contamination introduced into
the distribution line after the treatment plant or system. The contamination in the distribution lines could be
introduced through small leaks in the line or a cross connection due to incorrect plumbing in buildings connected
to the line.
Chlorination with a solution feed pump
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Chlorination is usually accomplished by injecting a chlorine solution with a positive
displacement solution feed pump. The pump is designed to come on every time the well pump starts. The amount of
chlorine introduced is controlled by the solution pump stroke and or frequency of stroke. The water is then sent
to a retention tank that is sized to allow at least 10 minutes of retention. The concentration of free chlorine
is to maintained at .4 ppm - .8 ppm. The concentration of the chlorine is to be measured after passing through
the retention tank. Only free chlorine needs to be measured.
To monitor the system the solution levels and the free chlorine needs to be checked
and or tested on a regular basis. The chlorine can be easily tested with a test kit like those used for pools.
The solution levels requires only a visual inspection. The safest protocol is to check solution levels and test
the chlorine every day to be sure the system is working. The chlorine levels should be checked at a point of use
in the distribution system. In a residential situation this means at one of the faucets. If the system has been
provided with dechlorination (such a carbon filter), the chlorine concentration must be checked just before the
equipment providing the dechlorination.
Chlorination with dry pellet well chlorinators top
Chlorine can be introduced directly into the well. This is usually done with devices
that drop dry pellets of chlorine ( sodium hypochlorite) into to the well. The chlorinator comes on every time
the well pump does. A bottle of chlorine tabs is inverted with the mouth over the top of a horizontal rotating
disk. The disk has holes in it. The holes in the disk pick up chlorine tablets as it passes under the mouth of
the bottle and moves them to a hole that leads to the well. The amount of chlorine is usually controlled by changing
the number of openings in the disk that moves the tablet.
There are several advantages to this type of system.
- The well provides extra retention, however, using this system to control pathogenic
bacteria will require the use of a retention tank to provide for a known amount of retention.
- The homeowner doesn't have to mix solutions.
- In cases where iron bacterial slime is severe, the slime is controlled providing
for additional pump life.
Sizing Retention Tanks
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Retention tanks are sized based on the expected continuos peak flow. Once the
peak flow is determined, install a flow restrictor equal to this flow to be sure the flow does not exceed that
for which the system is sized. In most cases, this will be assumed to be 5 gallons per minute (see "Sizing
the System"). If one wishes to maintain a retention time of 10 minutes then the tank must be sized to hold
the amount of water used in 10 minutes. At 5 gallon per minute flow the tank needs to have a capacity of at least
50 gallons ( see example).
Example - 10 minutes X 5 gallons/minute = 50 gallons
Since there will be some mixing in the tank, the tank will have to be larger than
50 gallons. In a true continuous flow situation, the tank would need to be sized at three times this capacity (150
gallons) or there would have to be baffles installed in the tank to prevent mixing and to provide for adequate
retention. In a residential situation, there is never true continuous flow so the tank is sized to take care of
the largest volume at any peak usage (such as filling a washing machine or morning showers). The smallest standard
tank size that will hold at least 50 gallons is a 80 gallon tank. An 80 gallon size would allow for the total volume
of water that is likely to be used at the peak flow of 5 gallons per min.
What margin of safety does this give? If we assume there has been no water used
for 10 minutes, at the beginning of the use there is 80 gallons of treated water in the tank and during the use
there will be another 27 gallons (divide 80 by three to allow for mixing) of water made. This will provide a total
volume of treated water of 107 gallons during any true continuos use of 5 gallons/min, a very unlikely occurrence.
If watering the lawn or other long term uses need to be considered then, increase
the size of the retention tank and make sure to install flow restrictors on the system.
UV
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If designed properly, a system with an U.V. light can provide a very safe and
user friendly. The light does not, however, provide for any residual disinfection in the distribution system. This
lack of residual means that extra care must be taken in installation to make sure the distribution system is thoroughly
disinfected during the installation process. U.V. lights alone should not be used on any system that there is a
potential for contamination in the distribution system such as underground lines or cross connections with other
supplies. Cross connection is not uncommon in cottages on lakes where there maybe a backup supply of water provided
from a second source such as the lake.
The water the U.V. light is treating must be relatively clear and colorless to
allow the light to pass through it to kill the bacteria and viruses. The water should be free of any materials
that might build up on the surface of the bulb and could decrease the output from the bulb. Algae, iron, manganese
and hardness are the most common materials that could cause this problem.
There are 3 different levels of safety that can be provided with U.V. lights.
They are as follows:
- U.V. light with an inspection hole to determine if the light is on.
- U.V. light with a photo sensor that will automatically determine if the light
is on or off. If the light is not on, an alarm will sound and or the water will be shut off with a solenoid valve.
- U.V. light with a transmitance detector that will not only determine if the light
is on but will also measure the intensity of the light after it has passed through the water. If the light that
transmitted through the water is not sufficient, the detector will shut the water off to the system until the problem
is corrected.
If a U.V. light is used by itself (no other disinfection), the type described
in #3 above should be used. If chlorination is used with retention then the U.V. light system described in #2 above
would be satisfactory because it is used as part of a redundant system. The combination of chlorination and U.V.
light would be a good choice for any situation where residual is needed and or redundancy is required.
Filtration for cysts
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Filtration of cysts is only required where the source of water is a surface supply
such as a lake, pond, or stream. In most cases, the filtration is only practical at the point of use. This is because
the filtration is so fine that large volumes of water will plug the filter quickly. Only filters or filter systems
rated and tested for cyst removal should be used.
There are a number of systems on the market that are NSF rated for the removal
of cysts. All of these filters are of the cartridge type. In most cases, these systems have carbon in them to remove
the chlorine found in public water supplies. Units with carbon should only be used on a system that has chlorine
residual to make sure there is no bacterial build up in the filter.
There are cartridges that do not have carbon that have been tested and rated for
cyst removal. These cartridges are not whole systems and require the selection of a cartridge, sump system and
faucet if used as a point of use system.
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