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WATER TESTING WATER TESTING ADVICE ARSENIC in WATER BACTERIA TEST GUIDE CHEATING on WATER TESTS CHOICES of WATER TESTS CORRECTING BAD WATER EPA GUIDE to WATER QUALITY FHA WATER TESTS REQUIRED LEAD in WATER, ACTION GUIDE LEAD POISONING SYMPTOMS LEAD TEST VARIATION CAUSES ODORS IN WATER SEWAGE CONTAMINATION TOTAL COLIFORM TESTING WATER CONTAMINANT LEVELS Table of Allowable Water Contaminant Limits WATER TEST RESULTS, ACTION GUIDE WATER TESTING GUIDE WATER TREATMENT GUIDE WATER ODORS, CAUSE CURE WATER PUMPS & WELLS WATER QUANTITY GUIDE WATER SOFTENERS WELL SHOCKING GUIDE WELLS CISTERNS & SPRINGS WATER PRESSURE LOSS WATER TANK TYPES WELL CLEARANCE DISTANCES WELL TYPES WELL, PUMP, TANK LIFE More Information InspectAPedia Home & Site Map Air Conditioning InspectAPedia Bookstore Electrical Environment Exteriors Heating Home Inspection Insulate Ventilate Interiors Mold Inspect/Test Roofing Plumbing Water Septic Structure More Information Accuracy & Bias Pledge Contact Us |
Drinking Water Contaminant Levels - New York State Maximum Allowed
|
|
Analyte |
MCL(a) |
Unit |
|
Arsenic |
0.05 |
mg/L |
|
Barium |
2.00 |
mg/L |
|
Cadmium |
0.005 |
mg/L |
|
Chloride |
250.0 |
mg/L |
|
Chromium |
0.10 |
mg/L |
|
Color |
15 |
Pt Co units(d) |
|
Copper |
Action Level=1.3(g) |
mg/L |
|
Fluoride |
2.2 |
mg/L |
|
Iron |
0.3(b) |
mg/L |
|
Lead |
Action Level=0.015(g)(h) |
mg/L |
|
Manganese |
0.3 (b) |
mg/L |
|
Mercury |
0.002 |
mg/L |
|
Nitrate-nitrogen |
10 (f)(h) |
mg/L |
|
Nitrite-nitrogen |
1 (f)(h) |
mg/L |
|
Odor |
3 |
TON (e) |
|
Selenium |
0.01 |
mg/L |
|
Silver |
0.05 |
mg/L |
|
Sodium |
designated limits (c) |
mg/L |
|
Sulfate |
250.0 |
mg/L |
|
Zinc |
5.0 |
mg/L |
|
Coliform Bacteria |
<1 (h) |
Colony /100 ml |
|
Total Bacteria |
<1 (h) |
Colony /100 ml |
(a) mg/L = milligrams per liter
(b) If iron and manganese are present, the total concentration of both should not exceed 0.5 mg/L.
(c) Water containing more than 20 mg/L of sodium should not be used for drinking by people of severely restricted sodium diets. Water containing more than 270 mg/L of sodium should not be used for drinking by people on moderately restricted sodium diets.
(d) Color test result expressed as Platinum Cobalt Color Units
(e) Odor test result expressed as Threshold Odor Number
(f) If nitrate and nitrite are present, the total concentration of both should not exceed 10 mg/L.
(g) "Action level" is the concentration of lead or copper (in a sample of water drawn from a tap normally used for drinking after a 6-hour period of no water use) that, when exceeded, triggers actions to be taken by a water system.
(h) FHA "Short List" items
(i) FHA "Long List" items - (indications to be added after lab review)
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Thanks to Anne Smith at Smith Laboratory, 50 Scenic Drive, Hyde Park NY 845-229-6536 for assistance with this information.
Additional information about water contamination issues and tests follows just below:
This water test guide combines information from various sources including from the Dutchess County NY health department, from Smith Laboratory in Hyde Park NY (914-229-6536), water test developer/suppliers, and other independent sources. Pending review corrections by these sources, the author is responsible for the content which includes opinion and advice based on more than 30 years experience in the field. Because water quality can have major effect on personal health, home owners and home buyers, & ASHI home inspectors should consult with their local health department before performing tests or taking corrective actions regarding water quality.
This standard water test required by many banks, involves pouring use of a chemical Defined Substrate Technology (DST) reagent which produces a color change (or another signal, i.e.. fluorescence), both indicating and confirming the presence of total coliform and E. Coli in a sample of drinking water. The test indicates either the presence or absence of this bacteria.
This test, used by most water test companies for real estate transactions does not produce a bacteria colony count. We order this procedure, or the lab will elect this procedure when the water sample is turbid (contains sediment or other material which precludes alternative test procedures). The test is sensitive and specific for the detection of total coliform and E. coli at 1 CFU/100mL of sample in water samples with as many as 20,000 heterotrophic bacteria present per ml. This means that this test for coliform bacteria is not obscured by the presence of other bacteria in the water.
P/A Test results: if the test did not find an indication of a coliform bacteria problem the result will say "Less than 1" or if the lab reports carelessly, "Zero". Accurate lab test reporting would be to say "below the limits of detection" of a given test, and then to specify the limits of detection used. The acceptable level of bacteria in water varies by jurisdiction. For example in some Canadian provinces a higher level of 10 CFU/100mL is permitted. These very slightly higher numbers are allowed because the opinion of health experts is that there is no measurable risk at those levels.This standard water "test" required by many banks, involves pouring 100 ml of water through a membrane filter. The bacteria present in the water are trapped on the surface of the filter. After an incubation period of 24 hours the coliform colonies present are counted. The count may not exceed 0 per 100 ml according to recently updated New York State Drinking Water Regulations. (MFT=Multiple tube Fermentation Test.)MFT Test results: If the lab finds apparent unacceptable results with this general test for the presence of any bacteria, the revised NY State procedure requires the lab to measure for E-coli, by performing the MPN procedure as follow up. This is because the presence of non-coliform bacteria present in the water can obscure the test and prevent counting E-coli. The NY State Sanitary Code has no standard for total bacteria count in water supply. The need to go to an MPN test often explains additional delay of up to a week beyond usual time for obtaining water test results.
This test is used when the water cannot be filtered due to turbidity, high iron, large amounts of sediment, or high non-coliform bacteria count. This test involves incubation of measured volumes of sample in liquid nutrients which favor the growth of any coliform bacteria present. This is a statistical method of testing based on the number of positive tubes of media after 48 hours of incubation and 48 additional hours of confirmation.MPN Test results: As of modified NY State procedures starting in 1991 a count of 0 indicates no coliform and water of satisfactory quality. (MPN=MilliPore Nutrient test.)Contents
Examples of allowable limits (subject to change) for other tests are listed at Drinking Water Contaminant Levels - New York State Maximum Allowed
If a result is not satisfactory the following questions must be addressed:
I prefer the MFT/MPN test to the P/A test because getting an actual count or "number" of CFU/100ML is diagnostic (as I describe here) whereas a P/A test simply says OK or NOT OK with no indication of the level of contamination present.
For example, consider two wells with a persistent source of bacterial contamination. If a well that fails at 15 CFU/100mL is "shocked" the low starting count means it's easier to cover up the persistent problem source and more time may be needed for the bacteria to reappear. This would affect yourfollow-up testing strategy.
By contrast, if a second well with a persistent source of bacterial contamination fails at >10,000 CFU/ml, first it is very unlikely that any "well shock" treatment will be effective, and second, the level of contamination is so great that if a seller came up with a subsequent "pass" on a bacteria test without installing purification equipment or without telling me what problem was found and fixed, I would be very skeptical about the reliability of the follow-up test.
So while a property seller/owner may prefer to "shock" a well and re-test, that procedure, used alone, might or might not be acceptable. What to do after a seller/owner has "done something" to the water supply and re-testing has been done is discussed below.
This is a general description of a common procedure used to sterilize well water and water equipment. This information is from the Dutchess County Health Department's environmental laboratory. The purpose of shock disinfection of a well system is to destroy bacterial contamination present in the well system at the time of disinfection and is not intended to kill bacteria that might be introduced at a later time. Therefore it is vital that the well be constructed so that no new contamination may enter the well following completion of the shock disinfection. In order to achieve a satisfactory disinfection of the system, the bacteria must be brought in contact with a chlorine solution of sufficient strength and remain in contact with that solution for a sufficient time to achieve a complete kill of all bacteria and other microorganisms.
When working with chlorine, people should be in a well-ventilated place. The powder or strong liquid should not come in contact with skin or clothing. Solutions are best handled in wood or crockery containers because metals are corroded by strong chlorine solutions.
If drinking water has been tested and has not passed standards for safe drinking, or any time the building water supply system has been opened for repairs, the well should be disinfected following these procedures, and should be re-tested as described herein.
To be maximally effective at attempting to disinfect a well, the chlorine solution needs to be in contact with the entire well casing and piping and water storage tank for 24 hours. Then the bleach-treated water is flushed from every fixture until there is no more bleach odor. A realtor/seller anxious to "pass" a bacteria test will try for an immediate re-test at that point.
WARNING: Wait. Don't re-test a well too soon. I suggest a minimum of five days, preferably seven to ten days before re-testing a shocked well. If there is a persistent source of bacterial contamination shocking the well won't fix anything. The longer you wait the more time you're giving for the bacteria to reappear at a level sufficient to be picked up in the next water test. If circumstances force a too-quick follow-up bacteria test real to meet a estate closing date before adequate wait time has been allowed for re-testing to be more credible, I recommend that the parties agree to escrow the cost of a proper water treatment system ($5000. to $10,000) and to allow the new buyer 30 days to conduct follow-up testing. If at the end of that period the well is ok the escrow can be released.
While I distinguish between having to treat water because it is not potable, and wanting to treat drinking water because of an aesthetic concern like odor, taste, smell, or staining, it is often the case that the equipment used for one purpose can also address the second set of concerns.
I suspect any mechanical or charcoal filter is either unreliable or short-lived. OPINION: For pathogens or bacteria this is a poor choice of water treatment.
UV systems use a tube containing a ultraviolet light, installed at the water pressure tank so that water entering the system is exposed to this sterilizing process. The "UV" can kill bacteria in water, provided that the flow rate of water through the device is not too fast (needs exposure time) and provided that the water is not too obstructed with sediment and provided that the light source is cleaned - the bulb needs to be changed periodically.
OPINION: I'm uncertain how one knows that such a system is working reliably without periodic testing and bulb replacement. Worse, such systems do nothing to actually remove other pathogens and less than nothing to remove chemical contaminants, odors, sediment, or other problems that may be present. This treatment method is a last choice for reliability and comprehensiveness of water treatment.
WARNING: Property sellers often install this least-expensive "solution" in the course of a real estate transaction in order to meet the minimum requirements of a buyer's lender to provide "potable water." However since a lender (bank) often requires only a bacteria test as a measure of water potability, and since often only that narrow test is performed, the new owner/residents may have no idea whether or not there are chemical or other contaminants in the water supply.
Since one of the most common ways that bacteria enters a well is through a defect at the pitless adapter (joining the water pipe to the well casing) or at a buried well cap that is leaky or open. In such cases the presence of bacteria in water is really an indicator of ground water leakage into the well. This means that anything that is on the ground or in the soil around the well is likely to be entering the water supply. So treating for bacteria may be failing to address other contaminants. Further testing for other contaminants would be appropriate if a well fails a bacteria test.
Reverse osmosis (RO) systems take advantage of the ability of water molecules to pass through a filter membrane which at the same time keeps out many other (non-dissolved non-chemical) contaminants.
OPINION: this method works well for some contaminants, as a point-of-use system. RO wastes quite a bit of water and does not address some chemical contaminants.
A typical very effective treatment system for water contaminated by a persistent source bacterial contamination involves the injection of chlorine into the water supply, a holding tank to permit sufficient exposure time and concentration for the chlorine to do its work, and a post-processing charcoal filter to remove the chlorine from the water as it leaves the system. These systems will also remove modest levels of sulphur and other odors. If the water has a high level of sediment, pre-filtering may be necessary to avoid clogging the charcoal with debris. There is an operating cost as the charcoal filters need to be changed periodically.
OPINION: A water treatment specialist will often test your water at no charge in order to develop a profile of the contaminants or aesthetic contaminants in water and thus to recommend a specific water treatment system.This "free water test" service is a great deal for building owners and buyers so long as they realize that the water treatment company wants to sell water treatment equipment. Only a very foolish water treatment company would be dishonest about what's in the water, but some companies may be reluctant to outline all of the treatment alternatives. If you're in doubt have some independent water tests done before spending on a costly system. If I had to live with bacteria in my water supply, this would be my treatment system of choice.
Water softeners remove minerals (mostly calcium and magnesium) from a "hard" water supply. If your water is hard (measured in "grains of hardness") you want a water softener installed not only for aesthetic reasons (like getting a good lather when shampooing your hair) but also to avoid clogging the water supply piping with minerals (especially the hot water and very especially where tankless coils are used to provide hot water). Most water softeners work by an ion-exchange process: swapping a small amount of salt or sodium into the water to cause calcium and manganese to precipitate out as dirty sludge (which is periodically removed by backwashing the treatment system). If building occupants require a zero level of sodium in drinking water they may want to install a reverse osmosis point of use supply treatment or in some homes people simply run a water supply line from ahead of the water softener to a single faucet to be used for drinking water.
Paper or charcoal or in some cases ceramic filters are installed at the entry point of water into the building to remove sediment, iron, and similar debris.
TIP: when your water pressure declines or your pump begins clicking on and off rapidly, check to see if the filter has become very clogged and change it out. I once replaced a pump pressure switch only to discover that the problem was a clogged filter.
If your water smells like "rotten eggs" the problem is likely to be sulphur dissolved in the water. The level of odor often varies seasonally as the level of the water table changes in the ground. You may also notice that the sulphur or rotten egg smell is much worse when water is first run in a building after you've been away several days.
While a chlorine injection system will reduce low levels of sulphur odor in water, potassium permanganate ("Green sand" in the words of my Culligan(TM) man) is used in a treatment system where this problem is severe.
Drinking water should be tested periodically, at least annually, especially if there is a known contamination issue - to make sure that the well has remained sanitary, or to make sure that the treatment equipment is working properly. Perhaps also to get lucky and find that treatment is no longer needed. A minimum test is to collect a sample of treated water for this purpose. IF you also test water collected ahead of the treatment system you can confirm what treatment is needed.
Water treatment chemicals can be highly toxic or caustic and should be kept out of reach of children.
More expert information on this topic
InspectAPedia TM Home & Site Map - Building Inspection, Diagnosis, & Repair, Environmental Inspection & Testing - Research Website
The Mold Information Center: What to Do About Mold in Buildings, When and How
to Inspect for Mold, Clean Up Mold, or Avoid Mold Problems
Use this simple, economical mold test kit by following
our instructions on how to collect and mail mold samples to our lab
Environmental
Inspection, Testing, & Diagnosis On-Site IAQ, Gas, Air Testing, Mold Investigation, Sick Building Diagnosis,
Lab Services, & Remediation Plan Preparation - indoor air quality testing, problem source determination, supporting lab work, written remediation plan addressing
removal of environmental and other hazards and prevention of their recurrence.
Home Inspection Construction Consulting Services & advice for home buyers
Contact Daniel Friedman for website content suggestions or for fee-paid consulting
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03/23/2008 - 11/22/97 -- www.inspect-ny.com/water/levels.htm -- Web page design © 2008 2001 Daniel Friedman - All Rights Reserved