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Wednesday, 8 February 2017

Test to be consider for monitering of warer quality.


Monitoring of water for injection

Specific Test
Guideline
USP
EP
Appearance
NA
Clear Colorless
BET
Less than 0.25 EU/mL
 less than 0.25 IU/mL
Conductivity
As per Table given in respective Monograph
As per Table given in respective Monograph
(below table given for reference only )
pH
pH 5.0-7.0
pH 5.0-7.0
TOC
500 ppb
Max. 0.5 mg/L
Microbiological monitoring
Action level 10 cfu/100mL (sample vol-100mL, membrane filtration method, minimum 30-35° for 48-72 hrs)
R2A (Sample volume 200 mL, Action level 10cfu/100mL, incubation condition not less than 5 days at 30-35°C)
Nitrate
NA
Max. 0.2 ppm

EP  Table for WFI


Monitoring of Pure Steam condensate


Specific Test
Guideline
USP
EP
Appearance
NA
--
BET
Less than 0.25 EU/mL
-- 
Conductivity
As per Table

--
pH
pH 5.0-7.0

--
TOC
500 ppb

--
Microbiological monitoring
Action level 10 cfu/100mL (sample vol-100mL, membrane filtration method, minimum 30-35° for 48-72 hrs)
--
Nitrate
NA
--


Monitoring of Purified water


Specific Test
Guideline
USP
EP
Schedule M
Appearance
NA
Clear colorless
NA
BET
NA
NA
NA
Conductivity
As per Table given in respective Monograph
As per Table given in respective Monograph
(below table given for reference only )
NA
pH
pH 5.0-7.0
pH 5.0-7.0
NA
TOC
500 ppb
0.5 mg/L (Alternate oxidizable test)
NA
Microbiological monitoring
Action level 100 cfu/mL, sample volume 1 mL, pour-plate method or membrane filtration method, minimum 48-72 hrs. 30-35°C 
R2A (Sample volume 10 mL, Action level 100cfu/mL, incubation condition not less than 5 days at 30-35°C)
100 cfu/mL, Pathogen testing-E.coli, S.aureus, Salmonella and p.aeruginosa-absence
Nitrate
NA
Max. 0.2 ppm
NA
Heavy metal
NA
Max. 0.1 ppm if conductivity 1.3ms/cm

EP  Table for Purified water



Note: Please verify  above details with respective Pharmacopeal monograph/Guideline/regulation.

Monitoring of Potable water

Specific TestGuideline
Schedule M
AppearanceNA
BETNA
ConductivityNA
pHNA
TOCNA
Microbiological monitoringNot more than 500cfu/mL, Pathogen testing-E.coli, S.aureus, Salmonella and p.aeruginosa
NitrateNA



Monitoring of Raw water/Bore well water
In-house / as per  Water system Requirement




As per USP<1231 b=""> SOURCE OR FEED WATER CONSIDERATIONS


To ensure adherence to certain minimal chemical and microbiological quality standards, water used in the production of drug substances or as source or feed water for the preparation of the various types of purified waters must meet the requirements of the National Primary Drinking Water Regulations (NPDWR) (40 CFR 141) issued by the U.S. Environmental Protection Agency (EPA) or the drinking water regulations of the European Union or Japan, or the WHO drinking water guidelines. Limits on the types and quantities of certain organic and inorganic contaminants ensure that the water will contain only small, safe quantities of potentially objectionable chemical species. Therefore, water pretreatment systems will only be challenged to remove small quantities of these potentially difficult-to-remove chemicals. Also, control of objectionable chemical contaminants at the source-water stage eliminates the need to specifically test for some of them (e.g., trihalomethanes and heavy metals) after the water has been further purified.
Microbiological requirements of drinking water ensure the absence of coliforms, which, if determined to be of fecal origin, may indicate the potential presence of other potentially pathogenic microorganisms and viruses of fecal origin. Meeting these microbiological requirements does not rule out the presence of other microorganisms, which could be considered undesirable if found in a drug substance or formulated product.
To accomplish microbial control, municipal water authorities add disinfectants to drinking water. Chlorine-containing and other oxidizing substances have been used for many decades for this purpose and have generally been considered to be relatively innocuous to humans. However, these oxidants can interact with naturally occurring organic matter to produce disinfection by-products (DBPs), such as trihalomethanes (THMs, including chloroform, bromodichloromethane, and dibromochloromethane) and haloacetic acids (HAAs, including dichloroacetic acid and trichloroacetic acid). The levels of DBPs produced vary with the level and type of disinfectant used and the levels and types of organic materials found in the water, which can vary seasonally.
Because high levels of DBPs are considered a health hazard in drinking water, drinking water regulations mandate their control to generally accepted nonhazardous levels. However, depending on the unit operations used for further water purification, a small fraction of the DBPs in the starting water may carry over to the finished water. Therefore, the importance of having minimal levels of DBPs in the starting water, while achieving effective disinfection, is important.
DBP levels in drinking water can be minimized by using disinfectants such as ozone, chloramines, or chlorine dioxide. Like chlorine, their oxidative properties are sufficient to damage some pretreatment unit operations and must be removed early in the pretreatment process. The complete removal of some of these disinfectants can be problematic. For example, chloramines may degrade during the disinfection process or during pretreatment removal, thereby releasing ammonia, which in turn can carry over to the finished water. Pretreatment unit operations must be designed and operated to adequately remove the disinfectant, drinking water DBPs, and objectionable disinfectant degradants. A serious problem can occur if unit operations designed to remove chlorine were, without warning, challenged with chloramine-containing drinking water from a municipality that had been mandated to cease use of chlorine disinfection to comply with ever-tightening EPA Drinking Water THM specifications. The dechlorination process might incompletely remove the chloramine, which could irreparably damage downstream unit operations, but also the release of ammonia during this process might carry through pretreatment and prevent the finished water from passing compendial conductivity specifications. The purification process must be reassessed if the drinking water disinfectant is changed, emphasizing the need for a good working relationship between the pharmaceutical water manufacturer and the drinking water provider.


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