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EEC Water Quality Standards for Drinking Water

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The water supply authorities are obligated to provide water of  the following quality;

Following the publication of the Water Supply (Water Quality) Regulations, water must comply with a wide variety of chemical parameters. The water must also conform to a strict and clearly defined definition of wholesomeness. The EC directive list 66 drinking water parameters which can be divided into six groups, which are as follows:

The following table shows these parameters in more detail:

Water quality requirements set by the EC directive (Gray, 1994)

Parameter

Unit of measurement

G value

MAC

UK PCV

Organoleptic

       

Colour

mg/l Pt-Co

1

20

20

Turbidity

Formazin Turbidity units

0.4

4

4

Odour

Dilution number at 250C

-

3

3

Taste

Dilution number at 250C

-

3

3

Physiochemical

       

Temperature

0C

12

25

25

Hydrogen ion conc.

pH Min

6.5

 

5.5

 

Max

8.5

9.5

9.5

Conductivity

uS/cm at 200C

400

   

Chloride

mg Cl/l

25

200

 

Sulphate

mg SO4/l

25

250

250

Silica

mg SiO2/l

     

Calcium

mg Ca/l

100

   

Magnesium

mg Mg/l

30

50

50

Sodium

mg Na/l

20

150

150

Potassium

mg K/l

10

12

12

Aluminium

mg Al/l

0.05

0.2

0.2

Total hardness

mg CaCO3/l

     

Dry residuals

mg/I

1500

1500

1000

Dissolved oxygen

 

(a)

(a)

(a)

Free carbon dioxide

 

(b)

(b)

(b)

Parameters concerning SUEA

       

Nitrates

mg NO3/l

25

50

50

Nitrites

mg NO2/l

 

0.1

0.1

Ammonium

mg NH4/l

0.5

0.5

0.5

Kjeldahl nitrogen

mg N/l

 

1

1

Oxidizability (permanganate value)

mg O2/l

2

5

5

TOC (total organic carbon)

mg C/l

   

(c)

Hydrogen sulphide

m g S/l

 

UO

 

Substances extractable from chloroform

mg/l dry residuals

0.1

   

Dissolved or emulsified hydrocarbons; mineral oils

m g /l

 

10

10

Phenols (excludes natural phenols which do not react with chlorine)

m g C6H5OH/l

 

0.5

0.5

Boron

u g B/l

1000

   

Surfactants

ug /l as lauryl sulphate

 

200

200

Other organochlorine compounds not covered by parameter 55

m g /l

1

   

Iron

ug Fe/l

50

200

200

Manganese

ug Mn/l

20

50

50

Copper

ug Cu/l

100 (d)

   
   

3000 (e)

 

3000

Zinc

ug Zn/l

100 (d)

   
   

5000 (e)

 

5000

Phosphorus

ug P2O5/l

400

5000

2200

Fluoride

ug F/l

 

1500

1500

Cobalt

ug Co/l

     

Suspended solids

mg /l

0

   

Residual chlorine

mg Cl/l

     

Barium

ug Ba/l

100

   

Silver

ug Ag/l

 

10

10

     

80 (f)

80 (f)

Parameters concerning toxic substances

       

Arsenic

ug As/l

50

50

50

Beryllium

ug Be/l

     

Cadmium

ug Cd/l

5

5

5

Cyanides

ug CN/l

50

50

50

Chromium

ug Cr/l

50

50

50

Mercury

ug Hg/l

1

1

1

Nickel

ug Ni/l

50

50

50

Lead

ug Pb/l

50 (g)

50

50

Antimony

ug Sb/l

10

10

10

Selenium

ug Se/l

10

10

10

Vanadium

ug V/l

     

Pesticides and related products

       

(i) individual subs

ug /l

0.1

0.1

0.1

(ii) total

ug /l

0.5

0.5

0.5

Polycyclic aromatic hydrocarbons

ug /l

0.2

0.2

0.2

Microbiological parameters

       

Total coliforms

No./100ml

 

0

0

Feacal coliforms

No./100ml

 

0

0

Faecal strep

No./100ml

 

0

0

Sulphite-reducing clostridia

No./20ml

 

<1

<1

Total bacterial colony counts

No./ml at 220C

 

10

NSI

 

No./ml at 370C

 

100

NSI

Total bacteria counts for water in enclosed containers

No./ml at 370C

5

20

 
 

No./ml at 220C

20

100

 

Minimum required conc for softened water intended for human consumption

       

Total hardness

mg CaCO3/l

60

60

60

Hydrogen ion conc.

pH

     

Alkalinity

mg HCO3/l

30

30

30

Dissolved oxygen

mg O2/l

     
a-Saturation should be above 75% except for groundwater.
b-Water should not be aggressive.
c-No significant increase over that normally observed.
d- At outlets of pumping and/or treatment works and their substations.
e- After the water has been standing for 12 hours in the piping and at the point where the water is made available to the consumer
f- If silver is used in the water treatment process (unusual).
g- In running water. Where lead pipes are present the lead content should not exceed 50m g/l in a sample taken after flushing. If a sample is taken directly or after flushing and the lead content either frequently or to an appreciable extent exceeds 100 m g/l, suitable measures must be taken to reduce the exposure to lead on the part of the consumer.