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(1) Raw water from University Lake and/or Cane Creek is pumped to the Jones Ferry Road Water Treatment Plant and (2) enters through the headworks facility, where non-toxic chemicals are added to make solid particles clump together and improve taste and odor. (3) Water is then pumped to either a “pulsator” or sedimentation basins, which allow time for solids to settle. (4) As water is pumped to filters, a liquid form of chlorine (bleach) is added for initial disinfection. (5) Water flows downward through dual media filters (sand and anthracite coal), where additional particles are removed. (6) The water enters the post-treatment stage, where we add fluoride for dental health and a chemical to set the pH (acidity/alkalinity) at the right level. The water then flows to the 1.5 million gallon clearwell (7) for temporary storage. Ammonia is added and it combines with chlorine to form “chloramines” to disinfect the water. (Please see the part of this report on “Additional Characteristics of our Water” for important information about chloramines and fish kept in aquariums.) Millions of gallons are pumped daily to one of several elevated storage tanks (8), which provide pressure so finished water can be delivered to your tap through a 345-plus mile network of water mains. |
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Drinking Water Quality: 2004 Test Results In 2004, the Laboratory staff of four people at our Jones Ferry Road Water Treatment Plant tested our drinking water more than 47,000 times for over 100 substances in accord with State and Federal requirements. Listed below are the substances that were detected, all of which were below the regulatory limits. To get a list of all test results including substances not detected, please call our Water Treatment Plant Laboratory staff at 537-4227 or see our Website, www.owasa.org/04fullresults.html. There were no violations of the federal Safe Drinking Water Act or other related State and federal standards. |
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| This report on the quality of drinking water in 2004 was distributed in May, 2005. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Glossary Maximum Contaminant Level Goal (MCLG) - the level of a contaminant in drinking water below which there is no known or expected risk to health. MCLGs allow for a margin of safety. Maximum Contaminant Level (MCL) - the highest level of a contaminant that is allowed in drinking water. MCLs are set as close to the MCLGs as feasible using the best available treatment technology. MCLs are set at very stringent levels. A person would have to drink 2 liters (about two quarts) of water every day at the MCL level for a lifetime to have a one-in-a-million chance of having adverse health effects from many regulated contaminants. Parts per million (ppm) - one part per million corresponds to one minute in two years or one penny in $10,000. One ppm is equivalent to 1 milligram per liter (mg/L). Parts per billion (ppb) - one part per billion corresponds to one minute in 2,000 years, or one penny in $10 million. One ppb is equivalent to 1 microgram per liter (ug/L). Nephelometric Turbidity Unit (NTU) - a measure of cloudiness in water. Turbidity over 5 NTU is just noticeable to the average person. Action Level ( AL ) - the concentration of a contaminant which, if exceeded, triggers treatment or other requirements which a water system must follow. Treatment Technique (TT) - a required process intended to reduce the level of a contaminant in drinking water. 90th Percentile - The contaminant level which 90 percent of the samples for a given water characteristic were below. The 90th percentile level is the required reporting unit for lead and copper. Below Detectable Level (BDL) - a concentration that is below the level that can be detected with required tests. Maximum Residual Disinfection Level Goal (MRDLG) – The level of a drinking water disinfectant below which there is no known or expected risk to health. MRDLGs do not reflect the benefits of using disinfectants to control microbial contaminants. Maximum Residual Disinfectant Level (MRDL) – The highest level of a disinfectant allowed in drinking water. Disinfection is necessary to control microbial contaminants in drinking water. Disinfection by-products - Substances such as haloacetic acids and trihalomethanes, which are formed when chlorine or chloramines used to disinfect drinking water react chemically with organic compounds naturally present in the water from our lakes. Federal standards require public water systems to limit the level of haloacetic acids and trihalomethanes because they could be harmful at high levels. Disinfection by-product precursors - Organic carbon compounds that can combine with disinfectants (chlorine and chloramines) to form haloacetic acids and trihalomethanes as discussed above. Removal Ratio - Measure of the effectiveness of Total Organic Carbon removal during OWASA's treatment process. This ratio should be greater than or equal to 1.0. The Removal Ratio is the federally required reporting unit for Total Organic Carbon. |
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