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WATER WATCHERS

The Canadian Water Resources Association is a national organization for individuals and organizations interested in the management of Canada's water resources. Members include private and public sector water resource professionals including managers, administrators, scientists, academics, students and users.

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KINGSTON ANNUAL WATER-QUALITY REPORTS

Kingston Central Water Treatment Plant

The Central Water Treatment Plant serves the City Central and City East areas. Annual water-quality reports for the Central plant can be downloaded using the links at right. Below is a description of the plant and its treatment processes.

RAW WATER SOURCE

The source of water treated by this plant is Lake Ontario at the mouth of the St. Lawrence River. Our intake is located 1km directly south of the treatment plant, 4m off the lake bottom, at a depth of approximately 18m. A great deal of testing was carried out in choosing the location for the intake. This has ensured that the treatment process begins by using the best and most consistent quality source water available, and reduces it's susceptibility to contamination. Known sources of potential problems are few, and contingency plans are in place in the event of raw water contamination.

ZEBRA MUSSEL CONTROL

When the water temperature rises above 10 degrees Celsius (above this temperature zebra mussels are active), prechlorination takes place at the mouth of the intake. This protects the intake from becoming encrusted with zebra mussels, which would restrict the flow of water through the intake.

PRE CHLORINATION

The purpose of chlorination is to provide disinfection. 12 percent Sodium Hypochlorite is applied to the raw water in solution form.

SCREENING

A revolving screen in the suction well of the low lift building removes any large debris such as weeds, fish, etc.

LOW LIFT PUMPS

These pumps lift the water from lake level to the main plant. There are two pipes from the low lift building directing the water to the mixing chambers.

COAGULATION / FLOCCULATION

Aluminum Sulphate (alum) is added to the water as it leaves the low lift building. Particles in the water are attracted to the alum.

MIXING TANKS

Water flows rapidly in these tanks in a spiral motion, allowing proper mixing of the chlorine and alum with the water. The particles in the water will collide with the alum particles, and then join together to form larger particles called floc.

SETTLING TANKS

These are large tanks designed to reduce the velocity of water allowing the heavier floc particles to settle out. They also provide detention time, allowing the chlorine time to achieve disinfection.

FILTERS

Six 'rapid sand' filters with Granular Activated Carbon (GAC) and anthracite remove the particles that did not settle out in the settling tanks, as well as compounds that may cause tastes and odours. Water flows through the filters to a clean water reservoir called the clear well.

BACKWASH

Filters are washed daily to remove the particulates they have collected over the previous 24 hrs. Clean water from the clear well is pumped backwards through the filter, and the top layer of the filter is agitated to break up any large particles. Effluent water from the backwash process is directed to a process waste facility for further treatment.

PROCESS WASTE FACILITY

Effluent from the filter backwash process and sludge from the settling process are directed to the process waste facility for further treatment. Effluent is directed to two equalization tanks at the head of the process. Magnafloc 120L is added to the water as it is pumped from the equalization tanks through plate settlers at which time the supernatant from the process is de-chlorinated using Sodium Bi-Sulphite 38% solution and directed back to Lake Ontario. The sludge produced during the process is then pumped to the sanitary sewer system for further treatment at the Water Pollution Control Plant.

POST CHLORINATION

Sodium hypochlorite is added to the water as it enters the clear well to create a 'chlorine residual' which remains throughout the distribution system. This ensures protection to the point of the customers' tap.

CLEAR WELL

Filtered water is stored here before being pumped to the distribution system or used for filter washing.

HIGH LIFT PUMPS

Five high lift pumps move treated water from the clear well into the distribution system.

STANDBY EQUIPMENT

Diesel driven pumps are maintained to provide a continuous supply of water during power failures. These provide enough capacity to meet fire-fighting requirements as well as normal flows during power outages. A diesel generator provides electricity to run metering equipment and lighting in the water plant. Standby equipment is maintained for all critical processes.

RESERVOIR AND PUMPING STATION

This reservoir has a capacity of 22,700 m3. It also contains two electric pumps, and one diesel pump. Water is pumped into this reservoir during the night and out of it during the day.

JAMES ST. BOOSTER STATION

This station is supplied by a water main running from the city central, under the Cataraqui River, to James St. in Barriefield village. Three electric pumps are available to pump water into the distribution system east of the Cataraqui River, including Canadian Forces Base (CFB) Kingston. Hydrofluorosilicic acid is added to the water to create a 'fluoride residual' for CFB Kingston, as a requirement of the Department of National Defense, to help prevent tooth decay. As well, sodium hypochlorite is added to ensure adequate chlorine residuals in this part of the system. The city east system has three elevated tanks for storage, and two control valves to regulate flows to and from the towers.

CENTRAL ELEVATED TANK

Built in 1955 this steel tank is used for storage, to provide system pressure, and to act as a buffer to pressure fluctuations.

DISTRIBUTION SYSTEM

Approximately 80,000 people are supplied with water from the Kingston Central Water Treatment Plant. There are approximately 250 km of water mains, and over 1200 fire hydrants in the system. Average daily flows are approximately 50,000 m3/day, with summer time peaks of up to 72,000 m3/day.



CENTRAL PLANT REPORTS

OTHER 2007 REPORTS

HISTORICAL DATA

WATER-QUALITY HOME