Ceci est une version HTML d'une pièce jointe de la demande d'accès à l'information 'All the meetings and discussions about PFAS (perfluoroalkyl substances)'.



SPECIFIC AMOUNT OF WASTE WATER DISCHARGED (range 0-450,000 m3/t of textile treated)
Ref. Ares(2021)5421579 - 02/09/2021
450,000
d)
te
a

400,000
 tre
tile
x

350,000
f te
/t o3
300,000
(m

e
rg

250,000
scha
2016 Specific amount of WW (m3/t
textile treated)
r di
te

200,000
2017 Specific amount of WW (m3/t
a
 w

textile treated)
ste
2018 Specific amount of WW (m3/t
a
150,000
textile treated)
f w
 o

unt
100,000
o
m

50,000
cific a
pe
S

0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
Point of discharge
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
4
2
5
8
4
9
1
3
7
9
5
8
0
9
4
0
9
5
9
8
1
4
6
1
2
1
1
9
9
4
1
9
4
0
9
6
7
4
4
5
8
7
1
0
4
6
1
1
7
2
6
4
0
3
9
3
4
3
8
5
8
2
0
2
7
7
7
9
2
0
9
1
3
3
4
7
8
7
4
1
0
7
4
8
0
9
5
8
5
1
3
8
3
6
2
2
2
6
1
0
6
3
6
5
2
1
1
0
7
8
5
3
0
4
3
7
7
7
3
5
3
2
7
9
9
4
2
6
7
7
8
0
2
4
3
0
7
5
1
8
2
9
3
1
2
0
0
6
1
7
0
0
9
1
0
7
7
4
1
8
2
9
9
7
8
1
1
1
1
4
1
7
9
2
9
2
5
0
8
2
0
1
0
1
0
1
0
1
0
0
0
0
1
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
1
0
0
1
0
0
1
0
0
1
0
1
1
0
0
0
1
0
1
0
0
0
0
1
1
1
0
0
1
0
0
1
0
0
0
1
0
0
Z
R
R
K
E
K
E
E
R
E
E
E
T
E
S0
R
E
E
E
E
K
E
K
E
K
E
E
T
E
E
E
R
E
E
T
T
T
T
T
E
E
E
T
T
T
E
Z
E
T
K
T
Z
T
E
C
F
IT
F
IT
U
D
U
IT
B
B
IT
F
IT
D
D
B
P
B
IT
IT
E
F
AT
D
D
IT
IT
IT
D
IT
D
U
IT
IT
IT
D
U
IT
IT
IT
IT
B
U
D
D
P
IT
D
B
IT
D
IT
F
B
D
P
AT
IT
P
IT
AT
P
IT
P
P
IT
IT
D
S
IT
S
P
IT
IT
IT
P
P
S
C
D
P
IT
IT
U
P
C
IT
P
IT
D
Ave. % of WW discharged 
100
0
100 100 100 100
100
99
100
93
95
100 95
100 90
88
99
100
99
100 100
98
100 100
99
0
99
100 100 100 100 0.99 99
99 99.5 97
100
0
0
86.3 98 63.3 100
100 93
100
95
100
47.1 100
95 99.9 95
90 82.1 100
99 99.2 99
99
90
100 100 80
100 99
100 100 100 95
100
90
100 100 100
16.7 99.1
100 100
from TXT processes
1
1

SPECIFIC AMOUNT OF WASTE WATER DISCHARGED (zoom 0-1,000 m3/t of textile treated)
1,000
d)
te

900
a
 tre
tile

800
x
f te

700
/t o3
(m

e

600
rg
scha
2016 Specific amount of WW (m3/t
500
textile treated)
r di
te

2017 Specific amount of WW (m3/t
a
400
 w
textile treated)
ste
2018 Specific amount of WW (m3/t
a
textile treated)
300
f w
 o

unt
o

200
m
cific a
100
pe
S

0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
Point of discharge
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
4
2
5
8
4
9
1
3
7
9
5
8
0
9
4
0
9
5
9
8
1
4
6
1
2
1
1
9
9
4
1
9
4
0
9
6
7
4
4
5
8
7
1
0
4
6
1
1
7
2
6
4
0
3
9
3
4
3
8
5
8
2
0
2
7
7
7
9
2
0
9
1
3
3
4
7
8
7
4
1
0
7
4
8
0
9
5
8
5
1
3
8
3
6
2
2
2
6
1
0
6
3
6
5
2
1
1
0
7
8
5
3
0
4
3
7
7
7
3
5
3
2
7
9
9
4
2
6
7
7
8
0
2
4
3
0
7
5
1
8
2
9
3
1
2
0
0
6
1
7
0
0
9
1
0
7
7
4
1
8
2
9
9
7
8
1
1
1
1
4
1
7
9
2
9
2
5
0
8
2
0
1
0
1
0
1
0
1
0
0
0
0
1
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
1
0
0
1
0
0
1
0
0
1
0
1
1
0
0
0
1
0
1
0
0
0
0
1
1
1
0
0
1
0
0
1
0
0
0
1
0
0
Z
R
R
K
E
K
E
E
R
E
E
E
T
E
S0
R
E
E
E
E
K
E
K
E
K
E
E
T
E
E
E
R
E
E
T
T
T
T
T
E
E
E
T
T
T
E
Z
E
T
K
T
Z
T
E
C
F
IT
F
IT
U
D
U
IT
B
B
IT
F
IT
D
D
B
P
B
IT
IT
E
F
AT
D
D
IT
IT
IT
D
IT
D
U
IT
IT
IT
D
U
IT
IT
IT
IT
B
U
D
D
P
IT
D
B
IT
D
IT
F
B
D
P
AT
IT
P
IT
AT
P
IT
P
P
IT
IT
D
S
IT
S
P
IT
IT
IT
P
P
S
C
D
P
IT
IT
U
P
C
IT
P
IT
D
Ave. % of WW discharged 
100
0
100 100 100 100
100
99
100
93
95
100 95
100 90
88
99
100
99
100 100
98
100 100
99
0
99
100 100 100 100 0.99 99
99 99.5 97
100
0
0
86.3 98 63.3 100
100 93
100
95
100
47.1 100
95 99.9 95
90 82.1 100
99 99.2 99
99
90
100 100 80
100 99
100 100 100 95
100
90
100 100 100
16.7 99.1
100 100
from TXT processes
1
2

SPECIFIC AMOUNT OF WASTE WATER DISCHARGED (zoom 0-100 m3/t of textile treated)
100
d)
te

90
a
 tre
tile

80
x
f te

70
/t o3
(m

e

60
rg
scha
2016 Specific amount of WW (m3/t
50
textile treated)
r di
te

2017 Specific amount of WW (m3/t
a
40
 w
textile treated)
ste
2018 Specific amount of WW (m3/t
a
textile treated)
30
f w
 o

unt
o

20
m
cific a
10
pe
S

0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
Point of discharge
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
4
2
5
8
4
9
1
3
7
9
5
8
0
9
4
0
9
5
9
8
1
4
6
1
2
1
1
9
9
4
1
9
4
0
9
6
7
4
4
5
8
7
1
0
4
6
1
1
7
2
6
4
0
3
9
3
4
3
8
5
8
2
0
2
7
7
7
9
2
0
9
1
3
3
4
7
8
7
4
1
0
7
4
8
0
9
5
8
5
1
3
8
3
6
2
2
2
6
1
0
6
3
6
5
2
1
1
0
7
8
5
3
0
4
3
7
7
7
3
5
3
2
7
9
9
4
2
6
7
7
8
0
2
4
3
0
7
5
1
8
2
9
3
1
2
0
0
6
1
7
0
0
9
1
0
7
7
4
1
8
2
9
9
7
8
1
1
1
1
4
1
7
9
2
9
2
5
0
8
2
0
1
0
1
0
1
0
1
0
0
0
0
1
0
0
0
0
1
0
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
1
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
1
0
0
1
0
0
1
0
0
1
0
1
1
0
0
0
1
0
1
0
0
0
0
1
1
1
0
0
1
0
0
1
0
0
0
1
0
0
Z
R
R
K
E
K
E
E
R
E
E
E
T
E
S0
R
E
E
E
E
K
E
K
E
K
E
E
T
E
E
E
R
E
E
T
T
T
T
T
E
E
E
T
T
T
E
Z
E
T
K
T
Z
T
E
C
F
IT
F
IT
U
D
U
IT
B
B
IT
F
IT
D
D
B
P
B
IT
IT
E
F
AT
D
D
IT
IT
IT
D
IT
D
U
IT
IT
IT
D
U
IT
IT
IT
IT
B
U
D
D
P
IT
D
B
IT
D
IT
F
B
D
P
AT
IT
P
IT
AT
P
IT
P
P
IT
IT
D
S
IT
S
P
IT
IT
IT
P
P
S
C
D
P
IT
IT
U
P
C
IT
P
IT
D
Ave. % of WW discharged 
100
0
100 100 100 100
100
99
100
93
95
100 95
100 90
88
99
100
99
100 100
98
100 100
99
0
99
100 100 100 100 0.99 99
99 99.5 97
100
0
0
86.3 98 63.3 100
100 93
100
95
100
47.1 100
95 99.9 95
90 82.1 100
99 99.2 99
99
90
100 100 80
100 99
100 100 100 95
100
90
100 100 100
16.7 99.1
100 100
from TXT processes
1
3

SPECIFIC AMOUNT OF WASTE WATER (WW) DISCHARGE: 2016-2018
2016 Specific 
2017 Specific 
2018 Specific 
Type of discharge
2016 Proportion  2017 Proportion  2018 Proportion 
amount of WW  amount of WW  amount of WW 
EP water name
DIR = Direct
Associated processes
of WW from 
of WW from 
of WW from 
Origin of other non-textile WW streams
(m3/t textile 
(m3/t textile 
(m3/t textile 
IND = Indirect
textile (%)
textile (%)
textile (%)
treated)
treated)
treated)
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
97.0 Waste water energy and water production
Functional finishing
PT114_w {2}
IND
0
0
0 Water to boilers
Bleaching - Dyeing  - Printing - Functional finishing - 
CZ019_w {1}
DIR
100
100
100
Desizing
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
100
100
100
Singeing - Fabric production - Functional finishing
all cooling water is in the second step used in textile 
CZ015_w {1}
IND
Dyeing  - Functional finishing
0.01
0.01
100
100 finishing processes
FR132_w {1}
DIR
0.05
0.05
0.05
0
0
Bleaching - Dyeing  - Thermal treatment (e.g drying, 
IT084_w {1}
IND
0.11
0.13
0.13
100
100
100
thermofixation, curing)
FR132_w {2}
DIR
Bleaching - Dyeing 
0.14
0.14
0.14
100
100
100
IT065_w {1}
IND
0.12
0.12
0.14
100
100
100
UK128_w {1}
IND
Raw wool scouring
2.70
2.68
2.79
100
100
100
DE024_w {1}
IND
Desizing - Dyeing  - Scouring - Singeing
3.90
3.80
3.70
UK129_w {1}
IND
Raw wool scouring
4.43
3.83
3.88
100
100
100 n/a
IT061_w {1}
IND
Scouring - Wool Carbonising
5.20
6.00
6.30
99.0
99.0
99.0 igienic waste water
BE013_w {1}
IND
Mercerising
9.71
8.59
7.30
100
100
100 distillation process for ammonia recovery
BE007_w {1}
DIR
Dyeing 
10.73
7.83
93.6
92.3
sanitary waste water - figures based on pile weight
Steam generator, primary water treatment equipment 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
10.50
11.20
7.10
95.0
95.0
95.0 (e.g. softeners); data referring to the year 2015
FR135_w {1}
IND
Washing synthetic fibre
9.79
10.04
11.48
100
100
100
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
Steam generator, primary water treatment equipment 
IT068_w {1}
IND
14.70
14.30
11.20
95.0
95.0
95.0
Dyeing  - Functional finishing - Other
(e.g. softeners)
DE050_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
14.60
15.80
12.40
100
100
100
DE029_w {1}
IND
Dyeing 
17.50
18.00
14.00
90.0
90.0
90.0 Water/Steam preparation
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
9.10
11.18
20.86
88.0
88.0
88.0 12% evaporation
PT110_w {2}
IND
Dyeing 
7.16
21.59
10.14
99.0
99.0
99.0 Bathrooms
Printing responsible for 93% of waste water generated, 
BE009_w {1}
DIR
Printing - Coating (also back-coating) and laminating
25.23
23.05
20.78
100
100
100 specific water usage related to weight of printed pile 
weight
IT075_w {1}
IND
Raw wool scouring
23.61
23.38
25.57
specific consuption refered to kg of Tops/Sliver produced
Scouring - Dyeing  - Thermal treatment (e.g drying, 
toilet waste water;toilet waste water;toilet waste water; 
IT089_w {1}
IND
23.90
25.80
24.70
99.0
99.0
99.0
thermofixation, curing) - Other - Bleaching
data related to 2015
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
production - Printing - Thermal treatment (e.g drying, 
27.75
24.70
24.48
100
100
100
thermofixation, curing)
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
Functional finishing - Coating (also back-coating) and 
FR131_w {1}
DIR
27.00
27.10
29.40
100
100
100
laminating - Thermal treatment (e.g drying, 
thermofixation, curing)
AT004_w {1}
IND
Washing synthetic fibre
30.55
29.73
27.96
98.0
98.0
98.0 2;2;2
DE046_w {1}
IND
Washing synthetic fibre - Dyeing 
25.00
26.00
32.00
100
100
100
DE031_w {1}
IND
Dyeing 
25.33
33.68
23.62
100
100
100
Thermal treatment (e.g drying, thermofixation, curing) - 
IT072_w {1}
IND
25.20
29.20
34.30
99.0
99.0
99.0 igienic waste water
Scouring - Bleaching - Dyeing  - Other
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
31.00
35.80
30.30
0
0
0
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
31.00
35.80
30.50
99.0
99.0
99.0 igienic waste water
1
4

SPECIFIC AMOUNT OF WASTE WATER (WW) DISCHARGE: 2016-2018
2016 Specific 
2017 Specific 
2018 Specific 
Type of discharge
2016 Proportion  2017 Proportion  2018 Proportion 
amount of WW  amount of WW  amount of WW 
EP water name
DIR = Direct
Associated processes
of WW from 
of WW from 
of WW from 
Origin of other non-textile WW streams
(m3/t textile 
(m3/t textile 
(m3/t textile 
IND = Indirect
textile (%)
textile (%)
textile (%)
treated)
treated)
treated)
Mercerising - Dyeing  - Washing synthetic fibre - Bleaching 
DE039_w {1}
IND
35.00
36.00
29.00
100
100
100
- Desizing
Thermal treatment (e.g drying, thermofixation, curing) - 
IT059_w {2}
IND
36.62
26.52
28.28
100
100
100
Functional finishing
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
37.90
38.00
100
100
100
UK121_w {1}
IND
Dyeing 
35.38
40.69
100
100
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
30.50
41.90
32.60
0.99
0.99
0.99 toilete waste water
treatment (e.g drying, thermofixation, curing) - Other
IT094_w {1}
IND
30.82
35.88
41.93
99.0
99.0
99.0 civil wastewater
Scouring - Dyeing  - Thermal treatment (e.g drying, 
toilet waste water;toilet waste water;toilet waste water; 
IT090_w {1}
IND
26.20
42.30
24.80
99.0
99.0
99.0
thermofixation, curing) - Other - Bleaching
data related to 2015
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating (also back-coating) and laminating - 
43.40
99.5
99.5
99.5 boiler wastewater
Scouring - Functional finishing
UK126_w {1}
IND
Dyeing 
22.63
31.45
43.45
97.0
97.0
97.0 Compound external unloading area run off
specific consuption refered to total material processed (kg 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
43.62
43.69
43.10
100
100
100 on shrink-proof treatment + kg dyed)
Washing synthetic fibre - Scouring - Functional finishing - 
Steam generator, primary water treatment equipment 
IT074_w {1}
IND
38.30
41.70
43.70
0
0
0
Dry cleaning - Other
(e.g. softeners) (YEAR 2015)
Steam generator, primary water treatment equipment 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
38.30
41.70
43.70
0
0
0 (e.g. softeners) (YEAR 2015)
specific consuption refered to dyed tops 
produced;specific consuption refered to dyed tops 
IT085_w {1}
IND
Dyeing 
44.80
37.01
40.38
produced;specific consuption refered to dyed tops 
produced
Water treatment (+/-15 %) (de-ironising and de-ionising) 
BE008_w {1}
IND
Printing - Dyeing 
43.10
40.48
45.61
85.0
87.0
87.0 and domestic waste water (+/- 5 %)
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
UK127_w {1}
IND
40.36
44.46
48.05
98.0
98.0
98.0 surface water
Printing
DE041_w {1}
IND
Desizing - Bleaching - Dyeing 
48.00
50.35
37.11
70.0
70.0
50.0
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
46.51
45.60
51.18
100
100
100
Thermal treatment (e.g drying, thermofixation, curing)
PT104_w {1}
IND
Dyeing  - Bleaching
53.40
50.60
48.80
IT076_w {1}
IND
Raw wool scouring
43.96
47.73
58.32
specific consuption refered to kg of Tops produced
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
60.00
60.00
60.00
100
100
100
Functional finishing
BE011_w {1}
DIR
Dyeing 
60.94
56.72
62.87
93.0
93.0
93.0 7% sanitary origin, soil remediation
specific consumption refered to dyed yarn 
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
production;specific consumption refered to dyed yarn 
IT087_w {1}
IND
64.00
58.00
55.00
100
100
100
Other
production;specific consumption refered to dyed yarn 
production
Raw wool scouring - Washing synthetic fibre - Desizing - 
Scouring - Bleaching - Dyeing  - Thermal treatment (e.g 
DE022_w {1}
IND
55.00
65.00
50.00
95.0
95.0
95.0 generation steam freshwater preparation
drying, thermofixation, curing) - Functional finishing - 
Coating (also back-coating) and laminating
2
5

SPECIFIC AMOUNT OF WASTE WATER (WW) DISCHARGE: 2016-2018
2016 Specific 
2017 Specific 
2018 Specific 
Type of discharge
2016 Proportion  2017 Proportion  2018 Proportion 
amount of WW  amount of WW  amount of WW 
EP water name
DIR = Direct
Associated processes
of WW from 
of WW from 
of WW from 
Origin of other non-textile WW streams
(m3/t textile 
(m3/t textile 
(m3/t textile 
IND = Indirect
textile (%)
textile (%)
textile (%)
treated)
treated)
treated)
IT096_w {1}
DIR
Dyeing  - Other
61.00
65.00
55.00
100
100
100 specific consumption refered to dyed yarn production 
Washing synthetic fibre - Desizing - Mercerising - 
FR134_w {1}
DIR
51.00
65.00
67.00
Bleaching - Dyeing  - Singeing - Functional finishing
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
cleaning of sand filtration, cooling compressors, air 
BE010_w {1}
DIR
60.83
53.41
67.71
54.3
49.9
37.0
finishing
conditioning fabric production
DE023_w {1}
IND
Washing synthetic fibre - Mercerising - Bleaching - Dyeing 
72.00
100
PT109_w {1}
IND
74.00
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
74.10
70.50
Steam generator, primary water treatment equipment 
IT064_w {1}
IND
Scouring
67.00
79.90
80.40
95.0
95.0
95.0 (e.g. softeners)
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
78.68
81.03
99.9
99.9
laboratory, toilets
finishing
Steam generator, primary water treatment equipment 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
74.10
88.70
68.50
95.0
95.0
95.0 (e.g. softeners)
AT005_w {1}
IND
97.20
94.40
95.30
90.6
90.7
88.6 rest rooms, steaming machine
PT108_w {1}
IND
Fabric production - Fabric production
99.34
87.71
85.53
86.9
80.5
78.8 13,1;19,5;21,2
IT092_w {1}
DIR
Dyeing  - Other
99.37
94.18
97.20
100
100
100 specific consumption refered to dyed yarn production 
PT110_w {1}
DIR
Dyeing 
97.06
81.73
101.14
99.0
99.0
99.0 Bathrooms
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
98.10
89.30
101.60
99.1
99.5
98.9 Domestic and rainwater
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
IT077_w {1}
IND
103.70
101.40
86.90
99.0
99.0
99.0 igienic service waste water
Thermal treatment (e.g drying, thermofixation, curing)
IT077_w {2}
IND
Dyeing 
103.70
101.40
86.90
99.0
99.0
99.0 igienic service waste water
Desizing - Mercerising - Bleaching - Dyeing  - Functional 
DE047_w {1}
IND
100.00
110.00
90.0
90.0 Rain
finishing
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
115.00
101.00
98.00
100
100
100
Dyeing 
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {1}
DIR
treatment (e.g drying, thermofixation, curing) - Wool 
117.00
116.00
114.00
100
100
100 specific consuption refered to woven textile production
Fulling
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
123.00
122.50
122.00
80.0
80.0
80.0
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
106.00
127.00
116.00
100
100
100
Scouring - Dyeing  - Functional finishing - Thermal 
IT091_w {1}
IND
125.80
125.60
127.10
99.0
99.0
99.0 year 2015
treatment (e.g drying, thermofixation, curing) - Other
IT073_w {1}
IND
Dyeing  - Functional finishing
121.20
111.70
129.60
100
100
100
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
139.16
131.73
136.88
100
100
100
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
PT114_w {1}
IND
Scouring - Bleaching -  - Thermal treatment (e.g drying, 
152.42
143.32
154.04
100
100
100
thermofixation, curing) - Dry cleaning
PT117_w {1}
IND
Dyeing  - Dyeing  - Bleaching - Functional finishing
152.73
161.45
164.28
95.0
95.0
95.0 domestic water
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
proof finishing - Coating (also back-coating) and 
113.00
119.00
168.00
100
100
100
laminating - Thermal treatment (e.g drying, 
thermofixation, curing)
3
6

SPECIFIC AMOUNT OF WASTE WATER (WW) DISCHARGE: 2016-2018
2016 Specific 
2017 Specific 
2018 Specific 
Type of discharge
2016 Proportion  2017 Proportion  2018 Proportion 
amount of WW  amount of WW  amount of WW 
EP water name
DIR = Direct
Associated processes
of WW from 
of WW from 
of WW from 
Origin of other non-textile WW streams
(m3/t textile 
(m3/t textile 
(m3/t textile 
IND = Indirect
textile (%)
textile (%)
textile (%)
treated)
treated)
treated)
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment (e.g 
162.35
143.27
172.76
drying, thermofixation, curing) - Other
DE044_w {1}
IND
Desizing - Mercerising - Bleaching - Dyeing 
150.00
180.00
200.00
90.0
90.0
90.0 pretreatment fresh water
Desizing - Dyeing  - Fabric production - Wool Fulling - 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - 
199.58
224.63
225.30
Domstic waste - Bathrooms 
Thermal treatment (e.g drying, thermofixation, curing)
IT070_w {1}
IND
222.00
235.00
100
100
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
252.06
258.60
240.00
100
100
100 specific consuption refered to dyed yarn production
UK124_w {1}
DIR
285.39
249.91
310.78
100
100
100
Wool Fulling - Functional finishing - Dyeing  - Thermal 
PT098_w {1}
DIR
328.24
276.83
228.59
WC+Canteen;WC;WC
treatment (e.g drying, thermofixation, curing)
City communal waste water from buildings (Wc´s , 
CZ020_w {1}
DIR
Dyeing 
494.20
342.10
372.60
17.0
14.0
19.0 bathrooms), ballast water
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
695.84
503.95
537.46
99.1
99.0
99.1 Civil waste water
Dry cleaning
The installation only started operating in 2017. The 
annual value of specific amount of waste water is 
PT105_w {1}
IND
Dyeing  - Bleaching
909.23
determined by dividing the monthly values of  waste 
water discharged with the monthly values of production.
IT088_w {1}
IND
Dyeing  - Bleaching
98,526.00
90,456.00
98,429.00
100
100
100 none
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
334,292.00
408,376.00
305,225.00
100
100
100
4
7

COD - Emissions to water 
1,200
/l
g

1,000
 m
 in
d

800
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
600
tio
tra
n
ce

400
n
o
C

200
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Freq
Freq
Per
350,000
y
a
/d

300,000
 g
 in

250,000
d
sse

200,000
re
p
x

150,000
 e
Max. load over 3
d
a

years (g/day)
100,000
ss lo
a

50,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
8

COD - Emissions to water (zoom 0-200 mg/l)
200
180
/l
g

160
 m
 in
d

140
sse
re

Average concentration
120
p
x

over 3 years
 e
n

ELV (mg/l )
100
tio
tra

80
n
ce
n

60
o
C

40
20
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Freq
Freq
Per
350,000
y
a
/d

300,000
 g
 in

250,000
d
sse

200,000
re
p
x

150,000
 e
Max. load over 3
d
a

years (g/day)
100,000
ss lo
a

50,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
2
2
6
0
2
1
0
9
2
7
1
8
7
4
7
2
0
9
4
5
4
1
4
2
3
8
9
1
3
1
2
1
9
9
1
9
0
3
6
3
1
0
1
2
2
3
3
1
1
0
0
0
0
0
0
0
1
0
0
0
1
1
1
K
R
E
E
Z
Z
T1
T0
E
R
T1
E
E
K
R
R
U
F
IT0
IT0
B
DE
B
C
C
IT0
IT0
P
P
B
DE
IT0
F
P
B
B
DE
U
F
F
9

COD - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
COD Acid Dichromate Oxidised; determined by 
All values reported as <10 - All values reported as <10 - 
UK124_w {4} DIR
No information
mg/l
10
10.00
10
No information
No information
Yearly
spectrometry
All values reported as <10
FR132_w {1}
DIR
No information
mg/l
10
27.03
39
40 No information
Grab/spot sample
No information
No information
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
12
24.72
43
160
Not applicable
4 times per year
ISO 15705:2002, ISO 15705:2002, IRSA QUAD.11/79
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
29
38.67
49
500
No information
Yearly
ISO 15705:2002
Nitrification/denitrification, Sedimentation, Other
sampling period - Value refered to sampling period
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
31
45.40
53
160
24-hour flow proportional composite sample
Yearly
WAC/III/D/020
finishing
Nitrification/denitrification, Other
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
24
37.58
54
160
No information
4 times per year
ISPRA Man 117 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1} DIR
mg/l
43
51.33
58
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
mg/l
36
46.07
59
160
24-hour flow proportional composite sample
No information
WAC/III/D/020
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
21
34.36
65
80 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
71.00
100
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
7.6
23.35
73.8
160 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
ISO 15705:2002
sampling period - Value refered to sampling period
osmosis
Monitoring frequency: once every 4 monthsValue refered 
to sampling period - Monitoring frequency: once every 4 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 5130 Man 29 2003, IRSA Quad.11/79, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
28
53.10
80
160
Not applicable
Other
monthsValue refered to sampling period - Monitoring 
Nitrification/denitrification, Sedimentation
IRSA Quad.11/79; ISO 15705:2002
frequency: once every 4 monthsValue refered to 
sampling period
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
35
56.67
80
150
No information
4 times per year
SMEWW 5220 D
Sedimentation, Sand filtration, Other
Thermal treatment
Averaging period for ELVs: Twice per year - Uncertainty: 
PNT MA/FQ2-03(2013-04-08), PNT MA/FQ2-03(2013-04-
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
Method PNT MA/FQ2-03(2013-04-08) 11%; PNT-MA/FQ2-
PT098_w {1}
DIR
mg/l
27
58.33
91
150
No information
Twice per year
08)-MESU.1 and PNT-MA/FQ2-08(2016-07-27) - MESU.2, 
treatment
filtration, Activated sludge process, Other
08(2016-07-27) 12% ; Averaging period for ELVs: Twice 
PNT MA/FQ2-08(2016-07-27)
per year - Averaging period for ELVs: Twice per year
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
92.94
Monthly
WAC/III/D/020
sludge process, Nitrification/denitrification
Flow proportional composite sample
under mesurement 1,.. you find the measured values 
DE034_w {1} DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
59.00
97
44426
100 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
from the authority surveillance 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 5130 Man 29 2003, APAT CNR IRSA 5130  Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
24
60.18
108
160
Not applicable
Monthly
Nitrification/denitrification, Sedimentation
Man 29 2003, APAT CNR IRSA 5130 Man 29 2003
sampling period - Value refered to sampling period
FR132_w {2}
DIR
Bleaching - Dyeing 
mg/l
52
92.28
116
1000 Other
Grab/spot sample
No information
No information
Equalisation, Grit separators, Screening, Coagulation and 
125 in the normal period and 100 in the dry season - 125 
PT110_w {1}
DIR
Dyeing 
mg/l
30
74.97
125
125 flocculation, Sedimentation, Activated sludge process, 
No information
Monthly
No information
in the normal period and 100 in the dry season - 125 in 
Other
the normal period and 100 in the dry season
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
69
100.75
136
160 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/D/020
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
PT114_w {2}
IND
No information
mg/l
19
85.67
140
2000 No information
No information
Yearly
No information
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
44
87.93
146
160
24-hour flow proportional composite sample
No information
WAC/III/D/020
Nitrification/denitrification
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1} DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
64
96.76
170
130
24-hour flow proportional composite sample
Monthly
No information
Sedimentation, Activated sludge process
Neutralisation, Coagulation and flocculation, Flotation, 
SX I COD - acid dichromate oxidised; determined by 
UK124_w {1} DIR
No information
mg/l
20
68.20
174
213324
Other
Weekly 
Other
spectrometry
Equalisation, Flotation, Coagulation and flocculation, 
Value refered to sampling period - Value refered to 
IT076_w {1}
IND
Raw wool scouring
mg/l
107.51
96.89
190
1000 Activated sludge process, Nitrification/denitrification, 
Not applicable
Weekly 
ISO 15705:2002; IRSA Quad.11/79
sampling period - Value refered to sampling period
Sedimentation, Membrane bioreactor
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
No unit reported
88
179.33
303
3000 No information
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours
Monitoring end frequency dependent on the operator of 
Equalisation, Coagulation and flocculation, Activated 
the off-site treatment plant - Monitoring end frequency 
IT075_w {1}
IND
Raw wool scouring
mg/l
97
160.16
399
500 sludge process, Nitrification/denitrification, 
Not applicable
Other
No information
dependent on the operator of the off-site treatment plant 
Sedimentation
- Monitoring end frequency dependent on the operator of 
the off-site treatment plant
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
149
352.50
572
3000 Other
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
201
414.67
672
3000 Other
Not applicable
Twice per year
ISO 15705:2002
Dry cleaning
self-monitoring: twice a week (Foto-meter) - self-
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
256
441.00
678
Flotation
No information
Other
ÖNORM M 6265:1991
monitoring: twice a week (Foto-meter) - self-monitoring: 
twice a week (Foto-meter)
Internal method Laboratory PAQ12 08-01-2018/ Espec 
Abs Molecular, Internal method Laboratory PAQ12 08-01-
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
403
552.33
697
1000 Screening, Oil separation, Other
No information
4 times per year
2018/ Espec Abs Molecular, Internal method Laboratory 
PAQ12 08-01-2018/ Espec Abs Molecular
PT117_w {1}
IND
Dyeing  - Dyeing  - Bleaching - Functional finishing
mg/l
213
539.75
736
1000 Neutralisation
24-hour flow proportional composite sample
Monthly
ISO
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
485
631.33
752
3000 Other
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours
Thermal treatment - Scouring - Bleaching - Dyeing  - 
IT072_w {1}
IND
mg/l
305
495.67
755
3000 Other
Other
Twice per year
ISO 15705:2002
Other
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
 - Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
360
583.00
759
655 Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
sampling period
1
10

COD - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
284
550.83
768
3000 No information
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0
237.00
776
329800
Other
24-hour flow proportional composite sample
Daily
NFT 90 101
unit: mg(O2)/L - unit: mg(O2)/L - unit: mg(O2)/L
treatment
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
574
651.50
779
3000 No technique used
Other
Twice per year
ISO 15705:2002
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
17
547.33
824
No information
No information
Other
ISO 15705:2002
treatment - Wool Fulling
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
400
642.67
824
2500 Other
Not applicable
Twice per year
ISPRA Man 117 2014
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
163
263.92
837
250
No information
4 times per year
ISO 15705
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
PT115_w {1}
IND
No information
mg/l
104
430.17
880
2000 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
SMEWW 5220 D
SIDVA - SIDVA - SIDVA
BE013_w {1}
IND
Mercerising
mg/l
185
526.00
918
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN020
sample 22.10.2015-23.10.2015
Dyeing  - Fabric production - Dry cleaning - Printing - 
Authorized in derogation - Authorized in derogation - 
IT063_w {1}
IND
mg/l
306
476.44
947
1000 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Authorized in derogation
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
326
579.33
953
3000 Other
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
160
484.17
980
2000 Other
24-hour flow proportional composite sample
4 times per year
SMEWW 5220 D, 21ª ed, IT-DLQ-86/V02, IT-DLQ-86/V02
Equalisation, Neutralisation, Screening, Coagulation and 
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
flocculation, Sedimentation, Sand filtration, Adsorption 
PT114_w {1}
IND
mg/l
590
709.17
1000
2000
No information
4 times per year
No information
Scouring - Bleaching -  - Thermal treatment - Dry cleaning
(e.g. powdered/granular activated carbon, lignite coke, 
etc.)
PT110_w {2}
IND
Dyeing 
mg/l
85
728.08
1059
2000 Equalisation, Grit separators, Screening
No information
4 times per year
No information
IT094_w {1}
IND
No information
mg/l
372
656.33
1077
Other
No information
Twice per year
APAT IRSA 5130 Volume 2:2003
AT004_w {1}
IND
Washing synthetic fibre
mg/l
617
892.00
1090
No information
No information
Daily
ÖNORM M 6265 (MH)
Self control and Taxation discharche water - Self control 
BE008_w {1}
IND
Printing - Dyeing 
mg/l
550
853.85
1100
Equalisation, Grit separators, Other
24-hour flow proportional composite sample
Yearly
WAC/III/D/020
and Taxation discharche water - Self control and Taxation 
discharche water
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
650
887.67
1126
3000 Other
Other
No information
ISO 15705:2002
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
525
798.33
1140
3000 Other
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours  (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
IT070_w {1}
IND
No information
mg/l
156
501.50
1150
3000 No information
Not applicable
Twice per year
ISO 15705-2002
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
No unit reported
155
686.00
1236
3000 No information
Other
Twice per year
ISO 15705:2002
Thermal treatment
ELV: 3 hours - Averaging period for ELV: 3 hours
FR135_w {1}
IND
Washing synthetic fibre
mg/l
1111.25
1219.00
1329
256497
1500 Grit separators
24-hour flow proportional composite sample
Monthly
No information
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
454
815.75
1340
No information
No information
4 times per year
No information
of uncertainty is not refered in the reports. 
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1} IND
mg/l
910
1155.00
1400
Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
553
851.33
1470
3000 No information
Other
No information
ISO 15705:2002
treatment - Other
AVERAGE PERIOD 3 HOURS
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
1026
1231.33
1514
3000 Other
24-hour flow proportional composite sample
Twice per year
ISO 15705:2002
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
mg/l
617
1005.08
1541
2000 No information
Other
4 times per year
No information
finishing
Requested by Italian Law,and other  analyses introduced  
IT065_w {1}
IND
No information
mg/l
400
942.38
1560
Other
No information
Twice per year
ARPAT CNR IRSA 5130 Man 29 2003
during 2018 to follow the ZDHC Waste Water Guide lines
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
135
853.33
1600
3000 No information
No information
Monthly
No information
Other
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1} IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
406
1127.17
1675
Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
810
1280.17
1700
3000 Other
24-hour flow proportional composite sample
Twice per year
ISO 15705:2002
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
1400
1560.00
1700
Equalisation
Not applicable
Other
ISO 15705:2002
the off-site treatment plant
AT001_w {1}
IND
No information
mg/l
570
1074.62
1800
No information
24-hour flow proportional composite sample
Weekly 
DIN 38409 41
AT002_w {1}
IND
No information
mg/l
290
958.29
1800
No information
No information
Monthly
DIN 38409-41
Desizing - Functional finishing - Dyeing  - Fabric 
monitoring 6 per year - monitoring 6 per year - 
CZ018_w {1}
IND
mg/l
850
1165.83
1910
1600 Neutralisation
24-hour flow proportional composite sample
Other
No information
production
monitoring 6 per year
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
771
1252.00
1916
3000 Other
24-hour flow proportional composite sample
Twice per year
ISO 15705:2002
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
388
1099.17
1935
3000 No information
Not applicable
Twice per year
iso 15705, iso 15705, iso 15705
Yearly - Yearly - Yearly
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
148
620.00
2090
3000 No technique used
Not applicable
Twice per year
ISO 15705:2002
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
515
1426.17
2150
3000 Other
Other
No information
ISO 15705:2002
AVERAGE PERIOD 3 HOURS (YEAR 2015)
PT104_w {1}
IND
Dyeing  - Bleaching
mg/l
400
1065.83
2190
No information
24-hour flow proportional composite sample
4 times per year
compound sampling
DE045_w {1} IND
Washing synthetic fibre - Desizing - Desizing
mg/l
2200.00
No information
24-hour flow proportional composite sample
Monthly
No information
PT109_w {1}
IND
No information
mg/l
1660
2040.00
2260
2000 Oil separation, Neutralisation
No information
4 times per year
No information
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1} IND
mg/l
1000
1705.00
2410
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
AT005_w {1}
IND
No information
mg/l
640
1454.17
2600
Neutralisation
No information
Monthly
DIN 38409-41
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
366
1259.83
2680
3000 Other
Other
Twice per year
ISO 15705:2002
AVERAGE PERIOD 3 HOURS
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
2150
2436.28
2762
4000 Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
PT108_w {1}
IND
Fabric production - Fabric production
mg/l
650
1479.94
2770
2000 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Monthly
potassium dichromate method
monthly - monthly - monthly
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
893
2212.17
2805
3000 Other
Other
Twice per year
ISO 15705:2002
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
23 times/year, almost twice/month - 23 times/year, 
DE031_w {1} IND
Dyeing 
mg/l
388
1387.03
3020
No information
No information
Other
DIN 38409
almost twice/month - 24 times/year,  twice/month
2
11

COD - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Unities Utilities take random samples from the collection 
unit. It could be once, twice or even three times a month. - 
Unities Utilities take random samples from the collection 
UK126_w {1} IND
Dyeing 
mg/l
115
1083.60
3320
414266
No information
Flow proportional composite sample
Other
No information
unit. It could be once, twice or even three times a month. - 
Unities Utilities take random samples from the collection 
unit. It could be once, twice or even three times a month.
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
1674
2586.75
3465
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
UK121_w {1} IND
Dyeing 
mg/l
1375
2421.00
4100
975800
4000 Equalisation
24-hour flow proportional composite sample
Monthly
1hr settled. Digestion ISO 6060
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
2400
3025.00
4200
Other
Other
4 times per year
DIN 38409-41
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
Riktvärde: 3000 mg/l Three months averageLimit: 2400 
SE118_w {1}
IND
mg/l
1300
2322.00
4800
1718400
3000 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
proof finishing - Coating and laminating - Thermal 
kg/day
treatment
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
UK127_w {1} IND
mg/l
483
3294.00
6330
13129179.6
7000 Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
7000mg/l in any 24 hour period. Daily max load 10000kg
Printing
DE041_w {1} IND
Desizing - Bleaching - Dyeing 
mg/l
452
3400.00
10400
No information
No information
Monthly
No information
DE024_w {1} IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
3328
8284.08
12360
Equalisation
Grab/spot sample
4 times per year
No information
 - if COD > 2000, than COD/BOD5 <  4/1 - 
All COD values are Settled COD values and are measured 
in the effluent after the on-site effluent treatment plant 
and before the effluent is discharged to public sewer.   
COD ELV = 45,000mg/litre - Removal efficiencies are 
Grit separators, Screening, Oil separation, Coagulation 
UK129_w {1} IND
Raw wool scouring
mg/l
6790
10766.00
17200
6037200
45000
24-hour flow proportional composite sample
Daily
No information
based on nominal COD of effluent before on-site 
and flocculation, Ultrafiltration, Flotation
treatment generally in the region of 140,000 to 
150,000mg/litre. Further treatment in the public sewage 
works once treated effluent is discharged from site 
should result in removal e - 
CZ016_w {1}
IND
Shrink-proof finishing
mg/l
6440
13415.00
27400
No information
Flow proportional composite sample
Monthly
No information
Results taken from Local sewerage undertakers routine 
testing as part of compliance permit -results are settled 
COD - % average removal efficiency for COD & TSS is 
calculated using an average input to effluent plant of 
80000ppm COD and 30000ppm TSS. Remov - Results 
taken from Local sewerage undertakers routine testing as 
part of compliance permit -results are settled COD - % 
UK128_w {1} IND
Raw wool scouring
mg/l
9530
17957.00
29200
8826600
55000 Coagulation and flocculation
24-hour flow proportional composite sample
No information
No information
average removal efficiency for COD & TSS is calculated 
using an average input to effluent plant of 80000ppm 
COD and 30000ppm TSS. Remov - Results taken from 
Local sewerage undertakers routine testing as part of 
compliance permit -results are settled COD - % average 
removal efficiency for COD & TSS is calculated using an 
average input to effluent plant of 80000ppm COD and 
30000ppm TSS. Remov
3
12

COPPER - Emissions to water 
35
/l
30
g
 m
 in
d

25
sse
re

Average concentration
p
x

20
over 3 years
 e
n

ELV (mg/l )
tio
15
tra
n
ce
n
o

10
C
5
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
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 {2
 {1
 {1
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 {2
 {1
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Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
Type of discharge
DIR
DIR
DIR IND
DIR IND IND
DIR
DIR
IND
DIR
DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
IND
DIR
IND IND IND
DIR IND IND
DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
DIR
IND IND IND IND
DIR
IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
Type of monitoring
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per Freq Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per Freq Freq Per
1,200
y
a
/d

1,000
 g
 in
d

800
sse
re
p

600
x
 e

Max. load over 3
d
a

years (g/day)
400
ss lo
a

200
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
13

COPPER - Emissions to water (zoom 0-1 mg/l)
1.0
0.9
/l
g

0.8
 m
 in
d

0.7
sse
re

Average concentration
0.6
p
x

over 3 years
 e
n

ELV (mg/l )
0.5
tio
tra

0.4
n
ce
n

0.3
o
C

0.2
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
Type of discharge
DIR
DIR
DIR IND
DIR IND IND
DIR
DIR
IND
DIR
DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
IND
DIR
IND IND IND
DIR IND IND
DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
DIR
IND IND IND IND
DIR
IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
DIR
Type of monitoring
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per Freq Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per Freq Freq Per
1,200
y
a
/d

1,000
 g
 in
d

800
sse
re
p

600
x
 e

Max. load over 3
d
a

years (g/day)
400
ss lo
a

200
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
2
7
3
1
8
2
4
4
9
8
2
4
4
3
6
9
2
9
8
9
4
6
3
5
6
4
0
1
1
1
9
9
7
5
8
7
0
5
2
3
6
8
1
1
8
9
3
2
1
9
2
5
0
9
4
9
9
4
1
7
0
6
1
8
4
2
1
5
3
7
4
4
9
7
2
1
4
8
5
0
4
2
8
0
1
1
0
4
1
3
5
9
3
7
4
7
7
6
8
7
5
0
8
0
2
0
4
7
9
6
9
3
8
0
1
1
1
6
7
3
9
1
3
8
4
0
7
3
6
2
7
4
0
0
1
9
1
1
5
0
1
9
3
2
3
0
3
0
5
6
0
4
9
2
2
2
7
7
6
6
4
2
2
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
1
1
0
0
0
0
1
0
0
0
1
0
0
0
0
1
0
1
1
E
E
E
E
E
T0
S
T1
T0
T0
R
E
Z
T1
E
R
T1
R
T0
T1
T1
T1
T0
T1
E
T1
T1
T1
R
T0
T0
K
E
K
DE
IT0
B
B
B
B
DE
B
DE
IT0
P
DE
IT0
DE
IT0
IT0
IT0
IT0
IT0
E
P
IT0
A
DE
A
DE
IT0
IT0
IT0
IT0
F
IT0
B
C
P
S
IT0
IT0
F
IT0
P
F
IT0
DE
A
IT0
DE
IT0
DE
IT0
DE
P
P
P
P
P
S
IT0
P
P
IT0
DE
DE
DE
P
F
A
DE
IT0
A
DE
IT0
DE
DE
U
IT0
IT0
IT0
IT0
DE
S
U
14

COPPER - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0
0
0.3
24-hour flow proportional composite sample
Monthly
DIN EN ISO 11885 (E22)
Sedimentation, Activated sludge process
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0
0
0.1
Not applicable
Yearly
IRSA 3010 + 3020*
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.01
Monthly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
sludge process, Nitrification/denitrification
Flow proportional composite sample
BE013_w {1}
IND
Mercerising
mg/l
0.005
0.01
0.008
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN043TAX, MEIN043TAX, MEIN062TAX
sample 23.10.2015, <0,005 mg/l - 0,008 mg/l - 
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
mg/l
0.005
0.01
0.011
0.1
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
5 measurements < DL (0,015 mg/l)
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Self Control and taxation waste water - Self Control and 
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.013
0.01
0.015
0.05 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
taxation waste water - Self Control and taxation waste 
water
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
0.0049
0.01
0.016
1 Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
Equalisation, Activated sludge process, 
4 mesurements < DL (0,025 mg/l) - 3 measurements < DL 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.01
0.01
0.016
0.2
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Nitrification/denitrification
0,025  mg/l - 3 measuremenst < DL (0,025 mg/l)
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
0.005
0.02
0.021
0.1 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
Yearly
No information
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.00386
0.01
0.0226
1 No technique used
Not applicable
Twice per year
EPA 6020 B 2014
MESU. 1 - 0,012 mg/l ; There is only VLE for total metals ( 
As, Cd, Pb, Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l - MESU. 1 - 
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
DIN EN ISO 11885 (E22), DIN EN ISO 17294-2(E29), DIN EN 0,027 mg/l ; There is only VLE for total metals ( As, Cd, Pb, 
PT098_w {1}
DIR
mg/l
0.0075
0.02
0.027
No information
Yearly
treatment
filtration, Activated sludge process, Other
ISO 11885 (E22)
Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l - MESU. 1 - 0,0075 mg/l 
; There is only VLE for total metals ( As, Cd, Pb, Cu, Cr, Zn, 
Hg and Ni) - VLE 5mg/l
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
0.003
0.01
0.028
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.02
0.03
0.029
1 Other
Other
No information
UNI EN ISO 11885:2009
AVERAGE PERIOD 3 HOURS (YEAR 2015)
DE044_w {1}
IND
Desizing - Mercerising - Bleaching - Dyeing 
mg/l
0.03
0.03
0.03
No information
24-hour flow proportional composite sample
Twice per year
No information
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.01
0.02
0.03
1 No technique used
Other
Twice per year
UNI EN ISO 11885:2009
Equalisation, Flotation, Coagulation and flocculation, 
Monitoring frequency: spotValue refered to sampling 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.03
0.03
0.03
0.1 Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
period
Sedimentation, Membrane bioreactor
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.023
0.03
0.031
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
0.025
0.03
0.038
No information
No information
Other
APAT IRSA -CNR 3010/A + 3020Man 29 2003
treatment - Wool Fulling
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.01
0.02
0.04
1 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.04
No information
No information
Yearly
No information
production - Printing - Thermal treatment
PT109_w {1}
IND
No information
mg/l
0.0444
0.04
0.0444
1 Oil separation, Neutralisation
No information
Yearly
No information
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.001
0.01
0.045
0.1
No information
4 times per year
EPA 6020 B 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0.019
0.04
0.048
0.5 Flotation
No information
Yearly
EN ISO 11885
DE023_w {1}
IND
Washing synthetic fibre - Mercerising - Bleaching - Dyeing  mg/l
0.01
0.03
0.05
1 No information
No information
No information
No information
AT005_w {1}
IND
No information
mg/l
0.01
0.02
0.053
0.5 Neutralisation
No information
Monthly
DIN EN ISO 11885DIN EN ISO 11885
DE046_w {1}
IND
Washing synthetic fibre - Dyeing 
mg/l
0.01
0.02
0.055
1 No information
No information
No information
No information
 - qualified sample - 
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
0.028
0.04
0.057
1 Other
Other
No information
UNI EN ISO 11885:2009
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
0.016
0.03
0.062
1 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
0.021
0.05
0.065
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
Averaging period for ELV: 3 hours; YEAR 2015
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
0.03
0.05
0.067
1 No information
Other
No information
UNI EN ISO 11885:2009
treatment - Other
AVERAGE PERIOD 3 HOURS
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0.012
0.03
0.078
Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 11885
treatment
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
0.016
0.03
0.081
1 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0
0.01
0.083
0.05 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/BWAC/III/B
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
0.01
0.04
0.084
No information
No information
Yearly
No information
Other
SMEWW 3030 K/SMEWW 3111 B, SMEWW 3030 
PT115_w {1}
IND
No information
mg/l
0.02
0.06
0.0872
1 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
< LQ; LD= 0,02SIDVA - < LQ; LD= 0,07SIDVA - SIDVA
K/SMEWW 3111 B, W- METAXDG1
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.032
0.05
0.0875
31.4125
0.4 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Monthly
No information
Three months average
proof finishing - Coating and laminating - Thermal 
treatment
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.005
0.04
0.09
0.1
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
Nitrification/denitrification, Sedimentation
period
IT070_w {1}
IND
No information
mg/l
0.03
0.07
0.09
0.4 No information
Not applicable
Twice per year
EPA 6010 C 2007
FR135_w {1}
IND
Washing synthetic fibre
mg/l
0.009
0.05
0.098
20.384
Grit separators
24-hour flow proportional composite sample
Monthly
No information
1
15

COPPER - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Activated sludge process, 
IRSA 3010 + 3030, EPA 3005A 1992 + EPA 6010D 2014, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.01
0.03
0.1
0.1 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
EPA 3005A 1992 + EPA 6010D 2014
sampling period - Value refered to sampling period
osmosis
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
detection limit: 0,1 mg/L - detection limit: 0,1 mg/L - 
PT113_w {1}
IND
mg/l
0.1
0.10
0.1
1 No information
Other
Yearly
No information
finishing
detection limit: 0,1 mg/L
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
0.043
0.07
0.108
15 Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.03
0.08
0.12
1 No information
Not applicable
Twice per year
EPA 6010 C 2007
Yearly - Yearly - Yearly
DE041_w {1}
IND
Desizing - Bleaching - Dyeing 
mg/l
0.02
0.05
0.15
No information
No information
Monthly
No information
AT001_w {1}
IND
No information
mg/l
0.021
0.09
0.15
0.5 No information
24-hour flow proportional composite sample
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
5; one additional control measurement local authority
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.003
0.03
0.152
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
0.108
0.13
0.153
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.01
0.04
0.16
0.4 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1}
IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.01
0.04
0.17
1 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.024
0.06
0.179
1 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
0.02
0.05
0.18
0.5 Equalisation, Neutralisation
24-hour flow proportional composite sample
4 times per year
DIN
finishing
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
No unit reported
0
0.06
0.19
1 No information
Other
Twice per year
UNI EN ISO 11885:2009
Thermal treatment
ELV: 3 hours - Averaging period for ELV: 3 hours
In these monitoring the value is below level of 
quantification - For the second monitoring the value is 
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
0.0335
0.17
0.2
1 Other
24-hour flow proportional composite sample
Twice per year
IT-DLQ-42/V03;SMEWW3111 B, 21ªed
below level of quantification - In these monitoring the 
value is below level of quantification
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
0.2
0.20
0.2
No information
No information
Yearly
No information
of uncertainty is not refered in the reports. 
PT110_w {2}
IND
Dyeing 
mg/l
0.1
0.18
0.2
1 Equalisation, Grit separators, Screening
No information
Twice per year
No information
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
0.03
0.16
0.2
1 Screening, Oil separation, Other
No information
4 times per year
DIN EN ISO 11885/ICP-OES
Equalisation, Neutralisation, Screening, Coagulation and 
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
flocculation, Sedimentation, Sand filtration, Adsorption 
PT114_w {1}
IND
mg/l
0.2
0.20
0.2
1
No information
Yearly
No information
Scouring - Bleaching -  - Thermal treatment - Dry cleaning
(e.g. powdered/granular activated carbon, lignite coke, 
etc.)
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
0.094
0.13
0.224
32.256
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.0115
0.07
0.24
1 Other
Not applicable
Twice per year
EPA 6020 B 2014
Dry cleaning
PT104_w {1}
IND
Dyeing  - Bleaching
mg/l
0.109
0.20
0.25
No information
24-hour flow proportional composite sample
Yearly
compound sampling
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
0.0085
0.17
0.25
1
No information
Yearly
W-METAXDG1
Sedimentation, Sand filtration, Other
Thermal treatment
Value refered to sampling periodMeasurement 1 is 
inferior to detection limit: <0,005 - Value refered to 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 3020 Man 29 2003, UNI EN ISO 15587-
sampling periodMeasurements 1,3 are inferior to 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.005
0.04
0.25
0.1
Not applicable
Twice per year
Nitrification/denitrification, Sedimentation
1:2002+UNI EN ISO 11885:2009, UNI EN ISO 11885:2009 detection limit: <0,01 - Measurement 1 is inferior to 
detection limit: <0,01Measurement 4 is inferior to 
detection limit: <0,25Value refered to sampling period
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.066
0.11
0.29
1 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
mg/l
0.029
0.10
0.3
0.5 No information
Other
No information
DIN
DE031_w {1}
IND
Dyeing 
mg/l
0.005
0.10
0.316
No information
No information
Other
DIN EN ISO 11885DIN EN ISO 11885
3 times/year - 3 times/year - 3 times/year
SMEWW3030 K/SMEWW 3111 B (22ª ed), SMEWW3030  annual measurement - annual measurement - annual 
PT108_w {1}
IND
Fabric production - Fabric production
mg/l
0.22
0.26
0.32
1 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Yearly
K/SMEWW 3111 B (22ª ed), PT 15 Ed. 12 (2O17-01-12)
measurement
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0.047
0.12
0.32
148.8
0.15
No information
4 times per year
NF EN ISO 11885
RSDE regulation - RSDE regulation - RSDE regulation
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
AT002_w {1}
IND
No information
mg/l
0.055
0.15
0.37
0.5 No information
No information
Yearly
DIN EN ISO 11885DIN EN ISO 11885
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
0.01
0.09
0.39
1 Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.042
0.22
0.41
Other
No information
Twice per year
ARPAT CNR IRSA 3010  Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
0.12
0.27
0.43
0.5 Other
Other
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
Desizing - Mercerising - Bleaching - Dyeing  - Functional 
DE047_w {1}
IND
mg/l
0.015
0.12
0.453
0.5 Neutralisation
24-hour flow proportional composite sample
4 times per year
No information
finishing
 - Concentration of mesurement 1 under the detection 
IT094_w {1}
IND
No information
mg/l
0.001
0.13
0.458
Other
No information
Twice per year
APAT CNR IRSA 3020 Volume 1:2003
limit of 0,001 mg/l - In the second determination, the 
concentration was under the detection limit of 0,001mg/l
DE024_w {1}
IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.03
0.22
0.5
1 Equalisation
Grab/spot sample
4 times per year
No information
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
No unit reported
0.01
0.18
0.5
1 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
DE029_w {1}
IND
Dyeing 
mg/l
0.05
0.10
0.52
1 No information
Flow proportional composite sample
4 times per year
No information
Toxic metals in excess of 10000ug/l either individually or 
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
in total - Toxic metals in excess of 10000ug/l either 
UK127_w {1} IND
mg/l
0.0462
0.16
0.52
1034.1032
10 Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
individually or in total - Toxic metals in excess of 
10000ug/l either individually or in total
Thermal treatment - Scouring - Bleaching - Dyeing  - 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
mg/l
0.007
0.13
0.563
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
Other
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0.028
0.29
0.79
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
0.4
0.62
0.838
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
0.171
0.47
0.898
1 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours   (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
0.98
No information
24-hour flow proportional composite sample
Twice per year
No information
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.22
0.65
1.5
663
0.5 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quartely
2
16

COPPER - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1} DIR
No information
mg/l
1
17.35
28.8
Other
Twice per year
ICPMS Routine- acid digested; determined by ICPMS
Other
other (please 
specify in the 
The unit measurement is in microgrammes/litre - The 
UK126_w {1} IND
Dyeing 
column 
10.6
98.30
1740
No information
Flow proportional composite sample
No information
No information
unit measurement is in microgrammes/litre - The unit 
"additional 
measurement is in microgrammes/litre
information")
3
17

TSS - Emissions to water 
700
/l
600
g
 m
 in
d

500
sse
re

Average concentration
p
x

400
over 3 years
 e
n

ELV (mg/l )
tio
300
tra
n
ce
n
o

200
C
100
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
50,000
y
a

45,000
/d
 g

40,000
 in
d

35,000
sse
30,000
re
p

25,000
x
 e

Max. load over 3
20,000
d
a

years (g/day)
15,000
ss lo
10,000
a
M

5,000
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
18

TSS - Emissions to water (zoom 0-100 mg/l)
100
90
/l
g

80
 m
 in
d

70
sse
re

Average concentration
60
p
x

over 3 years
 e
n

ELV (mg/l )
50
tio
tra

40
n
ce
n

30
o
C

20
10
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
50,000
y
a

45,000
/d
 g

40,000
 in
d

35,000
sse
30,000
re
p

25,000
x
 e

Max. load over 3
20,000
d
a

years (g/day)
15,000
ss lo
10,000
a
M

5,000
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {4
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
1
9
7
4
6
9
2
2
7
0
0
0
1
4
2
8
5
7
4
4
1
4
8
1
1
9
2
9
0
3
3
0
1
2
1
1
2
9
9
2
6
2
1
3
3
0
0
1
0
1
1
0
0
0
1
0
1
0
1
1
IT0
E
Z
K
E
R
R
E
E
Z
T1
T1
K
T0
K
E
R
R
B
C
IT0
U
IT0
B
F
F
B
B
C
P
P
U
IT0
P
DE
IT0
U
B
F
F
19

TSS - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0.33
1
80
Not applicable
Yearly
IRSA 2090-B:2003
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1} IND
mg/l
20
20.00
20
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
133
210.77
283
1200 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
2 measurements < DL (2 mg/l) - 1 measurements < DL (2 
BE011_w {1}
DIR
Dyeing 
mg/l
2
3.90
6
60
24-hour flow proportional composite sample
No information
WAC/III/D/002
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
mg/l) - 2 measurements < DL (2 mg/l)
Advanced oxidation)
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
23
261.42
2500
1000 Other
24-hour flow proportional composite sample
4 times per year
SMEWW 2540 D, 21ªed
PT104_w {1}
IND
Dyeing  - Bleaching
mg/l
21
71.50
220
No information
24-hour flow proportional composite sample
4 times per year
compound sampling
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
30
50.80
106
No information
No information
4 times per year
No information
of uncertainty is not refered in the reports. 
PT108_w {1}
IND
Fabric production - Fabric production
mg/l
11
175.69
390
1000 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Monthly
Filtration and Gravimetric
monthly - monthly - monthly
PT109_w {1}
IND
No information
mg/l
78
139.50
220
1000 Oil separation, Neutralisation
No information
4 times per year
No information
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
7.50
30
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
PT110_w {2}
IND
Dyeing 
mg/l
10
99.58
213
1000 Equalisation, Grit separators, Screening
No information
4 times per year
No information
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
5
8.00
11
80
Not applicable
Other
APAT CNR IRSA 2090B Man 29 2003
Monitoring frequency: spot
Nitrification/denitrification, Sedimentation
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
mg/l
19
62.72
106
1000 No information
Other
4 times per year
Gravimetry
finishing
Equalisation, Neutralisation, Screening, Coagulation and 
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
flocculation, Sedimentation, Sand filtration, Adsorption 
PT114_w {1}
IND
mg/l
0.014
0.08
0.21
1
No information
4 times per year
No information
Scouring - Bleaching -  - Thermal treatment - Dry cleaning
(e.g. powdered/granular activated carbon, lignite coke, 
etc.)
PT115_w {1}
IND
No information
mg/l
18
39.58
74
1000 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
SMEWW 2540 D
SIDVA - SIDVA - SIDVA
UK124_w {4} DIR
No information
mg/l
3
5.99
14.2
60 No information
No information
Yearly
Suspended Solids - filtered; determined by gravimetry
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
80
179.83
487
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
CZ016_w {1}
IND
Shrink-proof finishing
mg/l
490
16513.06
54000
No information
Flow proportional composite sample
Monthly
No information
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
19
48.31
118
500 No information
No information
Monthly
No information
Other
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 2090 B Man 29 2003, APAT CNR IRSA 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
10
12.67
15
200
No information
Yearly
Nitrification/denitrification, Sedimentation, Other
2090 B Man 29 2003, APAT CNR IRSA 2090 B Man 29 2003 sampling period - Value refered to sampling period
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
5.9
9.85
17
60 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/D/002
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
FR132_w {1}
DIR
No information
mg/l
2
5.07
20
70 No information
Grab/spot sample
No information
No information
Self Control and taxation waste water - Self Control and 
BE008_w {1}
IND
Printing - Dyeing 
mg/l
118
291.67
570
1000 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/D/002
taxation waste water - Self Control and taxation waste 
water
FR132_w {2}
DIR
Bleaching - Dyeing 
mg/l
2
11.29
20
600 Other
Grab/spot sample
No information
No information
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
22.22
Monthly
WAC/III/D/002
sludge process, Nitrification/denitrification
Flow proportional composite sample
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
10
14.27
27
60
24-hour flow proportional composite sample
Yearly
WAC/III/D/002
finishing
Nitrification/denitrification, Other
PT117_w {1}
IND
Dyeing  - Dyeing  - Bleaching - Functional finishing
mg/l
34
90.47
169
1000 Neutralisation
24-hour flow proportional composite sample
Monthly
ISO
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
19
63.33
107
1000 Screening, Oil separation, Other
No information
4 times per year
Standard Methods 2540, 23rd Ed./Gavimetria
self-monitoring daily - self-monitoring daily - self-
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
157
224.00
310
500 Flotation
No information
Daily
ÖNORM M 6274:1985
monitoring daily
AT002_w {1}
IND
No information
mg/l
100
315.48
880
500 No information
No information
Monthly
DIN 38409 H2
AT004_w {1}
IND
Washing synthetic fibre
mg/l
220
331.83
550
No information
No information
Twice per year
ÖNORM M 6274:1985 (MH)
BE013_w {1}
IND
Mercerising
mg/l
23.3
47.67
63.3
1000 Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN042
sample 22.10.2015-23.10.2015
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
2
7.00
28
20 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
12
33.90
89
49128
50 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quarterly
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
130
296.00
900
323100
Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
proof finishing - Coating and laminating - Thermal 
treatment
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
UK127_w {1} IND
mg/l
70
382.00
1810
3599474.6
Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
Results taken from Local sewerage undertakers routine 
testing as part of compliance permit -results are settled 
COD - % average removal efficiency for COD & TSS is 
calculated using an average input to effluent plant of 
80000ppm COD and 30000ppm TSS. Remov - Results 
taken from Local sewerage undertakers routine testing as 
part of compliance permit -results are settled COD - % 
UK128_w {1} IND
Raw wool scouring
mg/l
1
1200.00
8370
2368710
10000 Coagulation and flocculation
24-hour flow proportional composite sample
No information
No information
average removal efficiency for COD & TSS is calculated 
using an average input to effluent plant of 80000ppm 
COD and 30000ppm TSS. Remov - Results taken from 
Local sewerage undertakers routine testing as part of 
compliance permit -results are settled COD - % average 
removal efficiency for COD & TSS is calculated using an 
average input to effluent plant of 80000ppm COD and 
30000ppm TSS. Remov
Suspended solids are monitored by local water company 
Grit separators, Screening, Oil separation, Coagulation 
UK129_w {1} IND
Raw wool scouring
mg/l
62
348.00
1700
596700
24-hour flow proportional composite sample
Monthly
No information
for sewage charging purposes but no limits or compliance 
and flocculation, Ultrafiltration, Flotation
requirements set
Equalisation, Grit separators, Screening, Coagulation and 
35 in the normal period and 30 in the dry season - 35 in 
PT110_w {1}
DIR
Dyeing 
mg/l
1
10.15
29
35 flocculation, Sedimentation, Activated sludge process, 
No information
Monthly
No information
the normal period and 30 in the dry season - 35 in the 
Other
normal period and 30 in the dry season
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
5
12.67
29
60
No information
4 times per year
SMEWW 2540 D
Sedimentation, Sand filtration, Other
Thermal treatment
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1} DIR
No information
mg/l
3
8.20
37.3
45729.8
35
Other
Weekly 
Filtered; determined by gravimetry
Other
1
20

TSS - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Unities Utilities take random samples from the collection 
unit. It could be once, twice or even three times a month. - 
Unities Utilities take random samples from the collection 
UK126_w {1} IND
Dyeing 
mg/l
32
131.21
688
55494.08
No information
Flow proportional composite sample
No information
No information
unit. It could be once, twice or even three times a month. - 
Unities Utilities take random samples from the collection 
unit. It could be once, twice or even three times a month.
FR135_w {1}
IND
Washing synthetic fibre
No unit reported
32.5
39.26
55
120 Grit separators
24-hour flow proportional composite sample
Weekly 
No information
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
APAT CNR IRSA 2090 B Man 29 2003, APAT CNR IRSA 
IT059_w {1}
IND
mg/l
7
46.17
118
1200 Other
Not applicable
Twice per year
Dry cleaning
2090 B Man 29 2003, APAT CNR IRSA 2090 B Man 29 2003
APAT CNR IRSA 2090 B Man 29 2003, APAT CNR IRSA 
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
11
150.67
640
1200 No technique used
Not applicable
Twice per year
2090 B Man 29 2003, APAT CNR IRSA 2090 B Man 29 2003
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
2
10.05
39.2
80 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
APAT CNR IRSA 2090B
sampling period - Value refered to sampling period
osmosis
Averaging period for ELVs: Twice per year - Averaging 
PNT MA/FQ-17 (2015-09-09), PNT MA/FQ-17 (2015-09-
period for ELVs: Twice per year - Uncertainty: Method 
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
PT098_w {1}
DIR
mg/l
10
25.83
42
60
No information
Twice per year
09)-MESU.1 and PNT MA/FQ-17 (2016-04-07) MESU.2, 
PNT MA/FQ-17(2016-04-07)MESU.1 12%; PNT-MA/FQ-
treatment
filtration, Activated sludge process, Other
PNT MA/FQ-17 (2016-04-07)
17(2016-04-07) MESU.2 17% ; Averaging period for ELVs: 
Twice per year 
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1} DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
5.85
45
35
24-hour flow proportional composite sample
Monthly
DIN EN 872 (H33)
Sedimentation, Activated sludge process
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
73.2
311.85
844
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29
AVERAGE PERIOD 3 HOURS
Dyeing  - Fabric production - Dry cleaning - Printing - 
Authorized in derogation - Authorized in derogation - 
IT063_w {1}
IND
mg/l
36
96.91
157
400 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Authorized in derogation
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
50.7
75.32
122
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
32.8
116.63
196
Other
No information
Twice per year
ARPAT CNR IRSA 2090B Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 2090 B Man 29 2003, APAT CNR IRSA 
Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
5
18.00
60
80
Not applicable
Monthly
Nitrification/denitrification, Sedimentation
2090 B Man 29 2003, APAT CNR IRSA 2090 B Man 29 2003 sampling period - Value refered to sampling period
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
57.2
135.37
335
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours  (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
65.9
484.17
969.3
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
IT070_w {1}
IND
No information
mg/l
7
81.50
225
1200 No information
Not applicable
Twice per year
APAT-IRSA CNR 29-2003 2090B
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
30.9
65.48
82.3
1200 No information
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
23
75.62
113
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Thermal treatment - Scouring - Bleaching - Dyeing  - 
IT072_w {1}
IND
mg/l
28.5
65.73
102
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
Other
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
83.5
110.50
147
1200 No technique used
Other
Twice per year
ARPAT CNR IRSA2090 MAN 29 2003-2004-2005
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
35.4
112.87
230
1200 Other
Other
No information
APAT CNR IRSA 2090 MAN 29 2003
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
114
197.78
288
1200 Other
Other
No information
APAT CNR IRSA 2090 MAN 29 2003
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Monitoring end frequency dependent on the operator of 
Equalisation, Coagulation and flocculation, Activated 
the off-site treatment plant - Monitoring end frequency 
IT075_w {1}
IND
Raw wool scouring
mg/l
5
24.81
87.5
200 sludge process, Nitrification/denitrification, 
Not applicable
Other
No information
dependent on the operator of the off-site treatment plant 
Sedimentation
- Monitoring end frequency dependent on the operator of 
the off-site treatment plant
Equalisation, Flotation, Coagulation and flocculation, 
Value refered to sampling period - Value refered to 
IT076_w {1}
IND
Raw wool scouring
mg/l
14.86
19.49
87
200 Activated sludge process, Nitrification/denitrification, 
Not applicable
Weekly 
APAT CNR IRSA 2090B Man 29 2003
sampling period - Value refered to sampling period
Sedimentation, Membrane bioreactor
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
IT077_w {1}
IND
No unit reported
61
97.67
177
1200 No information
Other
Twice per year
APAT CNR IRSA 2090 MAN 29 2003
Parameter monitored on indication of the manager of the 
Thermal treatment
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT077_w {2}
IND
Dyeing 
No unit reported
12.2
37.60
55
1200 No information
Other
Twice per year
APAT CNR IRSA 2090 MAN 29 2003
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
29.7
59.50
101
1200 Other
Other
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
42.75
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
AT001_w {1}
IND
No information
mg/l
55
153.85
580
300 No information
24-hour flow proportional composite sample
4 times per year
DIN 38409 H2
5; one additional control measurement local authority
UK124_w {2} DIR
No information
mg/l
3
13.05
80
60 No information
No information
Monthly
Suspended Solids - filtered; determined by gravimetry
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
9
25.57
81
60
24-hour flow proportional composite sample
No information
WAC/III/D/002
Nitrification/denitrification
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
1
79.00
120
No information
No information
Other
APAT IRSA -CNR 2090/B Man 29 2003
treatment - Wool Fulling
APAT CNR IRSA 2090 B Man 29 2003, APAT CNR IRSA 
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
60
150.33
226
400 Other
Not applicable
Twice per year
2090 B Man 29 2003, APAT CNR IRSA 2090 B Man 29 2003
2
21

TSS - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
3
10.33
24
80
No information
4 times per year
APAT IRSA -CNR 2090/B Man 29 2003
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
18
63.29
224
Equalisation
Not applicable
Other
APAT CNR IRSA 2090B Man 29 2003
the off-site treatment plant
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
74
253.59
383
340 Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
sampling period - Value refered to sampling period
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
30
200.33
856
1200 No information
Not applicable
Twice per year
apat irsa cnr 29/2003 2090
Yearly - Yearly - Yearly
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
36.7
114.98
236
1200 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
42.8
87.58
153
1200 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 2090 B MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
107.4
175.23
332.8
1200 No information
Other
No information
APAT CNR IRSA 2090 MAN 29 2003
treatment - Other
AVERAGE PERIOD 3 HOURS
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0
16.50
105
44625
Other
24-hour flow proportional composite sample
Daily
No information
treatment
IT094_w {1}
IND
No information
mg/l
63
89.53
141
Other
No information
Twice per year
APAT IRSA 2090 B Volume 1:2003
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
22
70.42
234
35
No information
4 times per year
NF EN 872
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
AT005_w {1}
IND
No information
mg/l
27
99.22
160
300 Neutralisation
No information
Monthly
DIN 38409 H2
UK121_w {1} IND
Dyeing 
mg/l
19
68.00
180
42840
1000 Equalisation
24-hour flow proportional composite sample
Monthly
ISO 11929
3
22

ZINC - Emissions to water
70
/l
60
g
 m
 in
d

50
sse
re

Average concentration
p
x

40
over 3 years
 e
n

ELV (mg/l )
tio
30
tra
n
ce
n
o

20
C
10
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
1
8
5
9
2
7
5
3
5
2
0
2
9
9
0
8
4
2
8
1
6
8
6
6
0
3
9
1
6
4
9
5
9
8
9
3
6
4
7
9
4
0
4
2
3
1
8
1
2
7
3
1
1
7
3
1
8
7
2
2
9
9
4
2
5
5
0
4
4
1
9
8
4
9
0
5
7
5
4
2
1
5
4
0
2
0
0
1
1
3
1
8
2
0
1
1
7
0
0
3
4
9
0
3
3
6
9
3
7
3
5
1
3
0
1
0
2
8
1
6
1
7
9
9
1
0
7
5
0
6
7
9
7
9
8
7
8
8
8
7
7
4
2
4
8
6
2
0
7
6
5
6
6
8
9
0
2
3
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
0
0
1
0
0
0
0
0
0
0
1
1
1
1
E
S
T1
E
T1
E
T1
T1
E
E
E
T1
T1
T0
T0
R
T0
R
R
Z
E
E
T0
Z
E
T1
T0
T0
E
T0
T0
K
R
K
DE
B
E
DE
P
DE
B
P
B
P
DE
P
IT0
DE
B
B
S
IT0
P
P
DE
DE
P
A
F
DE
IT0
P
F
IT0
F
IT0
C
DE
B
S
A
DE
IT0
C
IT0
B
IT0
IT0
IT0
P
A
IT0
DE
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
DE
DE
DE
IT0
IT0
S
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
U
F
U
Type of discharge
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
Type of monitoring
Per
Per Freq Freq Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Freq Per
25,000
y
a
/d
 g

20,000
 in
d
sse

15,000
re
p
x
 e

Max. load over 3
10,000
d
a

years (g/day)
ss lo
5,000
a
M

0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
1
8
5
9
2
7
5
3
5
2
0
2
9
9
0
8
4
2
8
1
6
8
6
6
0
3
9
1
6
4
9
5
9
8
9
3
6
4
7
9
4
0
4
2
3
1
8
1
2
7
3
1
1
7
3
1
8
7
2
2
9
9
4
2
5
5
0
4
4
1
9
8
4
9
0
5
7
5
4
2
1
5
4
0
2
0
0
1
1
3
1
8
2
0
1
1
7
0
0
3
4
9
0
3
3
6
9
3
7
3
5
1
3
0
1
0
2
8
1
6
1
7
9
9
1
0
7
5
0
6
7
9
7
9
8
7
8
8
8
7
7
4
2
4
8
6
2
0
7
6
5
6
6
8
9
0
2
3
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
0
0
1
0
0
0
0
0
0
0
1
1
1
1
E
S
T1
E
T1
E
T1
T1
E
E
E
T1
T1
T0
T0
R
T0
R
R
Z
E
E
T0
Z
E
T1
T0
T0
E
T0
T0
K
R
K
DE
B
E
DE
P
DE
B
P
B
P
DE
P
IT0
DE
B
B
S
IT0
P
P
DE
DE
P
A
F
DE
IT0
P
F
IT0
F
IT0
C
DE
B
S
A
DE
IT0
C
IT0
B
IT0
IT0
IT0
P
A
IT0
DE
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
DE
DE
DE
IT0
IT0
S
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
U
F
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
1
8
5
9
2
7
5
3
5
2
0
2
9
9
0
8
4
2
8
1
6
8
6
6
0
3
9
1
6
4
9
5
9
8
9
3
6
4
7
9
4
0
4
2
3
1
8
1
2
7
3
1
1
7
3
1
8
7
2
2
9
9
4
2
5
5
0
4
4
1
9
8
4
9
0
5
7
5
4
2
1
5
4
0
2
0
0
1
1
3
1
8
2
0
1
1
7
0
0
3
4
9
0
3
3
6
9
3
7
3
5
1
3
0
1
0
2
8
1
6
1
7
9
9
1
0
7
5
0
6
7
9
7
9
8
7
8
8
8
7
7
4
2
4
8
6
2
0
7
6
5
6
6
8
9
0
2
3
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
0
0
1
0
0
0
0
0
0
0
1
1
1
1
E
S
T1
E
T1
E
T1
T1
E
E
E
T1
T1
T0
T0
R
T0
R
R
Z
E
E
T0
Z
E
T1
T0
T0
E
T0
T0
K
R
K
DE
B
E
DE
P
DE
B
P
B
P
DE
P
IT0
DE
B
B
S
IT0
P
P
DE
DE
P
A
F
DE
IT0
P
F
IT0
F
IT0
C
DE
B
S
A
DE
IT0
C
IT0
B
IT0
IT0
IT0
P
A
IT0
DE
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
DE
DE
DE
IT0
IT0
S
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
U
F
U
23

ZINC - Emissions to water (zoom 0-1.5 mg/l)
1.5
1.4
/l
1.3
g
1.2
 m
 in

1.1
d
1.0
sse
re

Average concentration
0.9
p
x

over 3 years
 e
0.8
n
ELV (mg/l )
0.7
tio
tra

0.6
n
ce

0.5
n
o
C

0.4
0.3
0.2
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
1
8
5
9
2
7
5
3
5
2
0
2
9
9
0
8
4
2
8
1
6
8
6
6
0
3
9
1
6
4
9
5
9
8
9
3
6
4
7
9
4
0
4
2
3
1
8
1
2
7
3
1
1
7
3
1
8
7
2
2
9
9
4
2
5
5
0
4
4
1
9
8
4
9
0
5
7
5
4
2
1
5
4
0
2
0
0
1
1
3
1
8
2
0
1
1
7
0
0
3
4
9
0
3
3
6
9
3
7
3
5
1
3
0
1
0
2
8
1
6
1
7
9
9
1
0
7
5
0
6
7
9
7
9
8
7
8
8
8
7
7
4
2
4
8
6
2
0
7
6
5
6
6
8
9
0
2
3
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
0
0
1
0
0
0
0
0
0
0
1
1
1
1
E
S
T1
E
T1
E
T1
T1
E
E
E
T1
T1
T0
T0
R
T0
R
R
Z
E
E
T0
Z
E
T1
T0
T0
E
T0
T0
K
R
K
DE
B
E
DE
P
DE
B
P
B
P
DE
P
IT0
DE
B
B
S
IT0
P
P
DE
DE
P
A
F
DE
IT0
P
F
IT0
F
IT0
C
DE
B
S
A
DE
IT0
C
IT0
B
IT0
IT0
IT0
P
A
IT0
DE
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
DE
DE
DE
IT0
IT0
S
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
U
F
U
Type of discharge
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
Type of monitoring
Per
Per Freq Freq Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Per
Per
Per
Per
Per
Per
Per
Per
Per Freq Freq Per
25,000
y
a
/d
 g

20,000
 in
d
sse

15,000
re
p
x
 e

Max. load over 3
10,000
d
a

years (g/day)
ss lo
5,000
a
M

0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
1
8
5
9
2
7
5
3
5
2
0
2
9
9
0
8
4
2
8
1
6
8
6
6
0
3
9
1
6
4
9
5
9
8
9
3
6
4
7
9
4
0
4
2
3
1
8
1
2
7
3
1
1
7
3
1
8
7
2
2
9
9
4
2
5
5
0
4
4
1
9
8
4
9
0
5
7
5
4
2
1
5
4
0
2
0
0
1
1
3
1
8
2
0
1
1
7
0
0
3
4
9
0
3
3
6
9
3
7
3
5
1
3
0
1
0
2
8
1
6
1
7
9
9
1
0
7
5
0
6
7
9
7
9
8
7
8
8
8
7
7
4
2
4
8
6
2
0
7
6
5
6
6
8
9
0
2
3
2
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
1
0
0
0
1
0
0
0
0
0
0
0
1
1
1
1
E
S
T1
E
T1
E
T1
T1
E
E
E
T1
T1
T0
T0
R
T0
R
R
Z
E
E
T0
Z
E
T1
T0
T0
E
T0
T0
K
R
K
DE
B
E
DE
P
DE
B
P
B
P
DE
P
IT0
DE
B
B
S
IT0
P
P
DE
DE
P
A
F
DE
IT0
P
F
IT0
F
IT0
C
DE
B
S
A
DE
IT0
C
IT0
B
IT0
IT0
IT0
P
A
IT0
DE
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
DE
DE
DE
IT0
IT0
S
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
U
F
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
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1
8
5
9
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9
9
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8
4
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6
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9
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5
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4
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8
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6
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R
T0
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R
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E
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E
T1
T0
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T0
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K
R
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DE
B
E
DE
P
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P
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DE
P
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DE
B
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DE
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F
U
24

ZINC - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0
0
1.5
24-hour flow proportional composite sample
Monthly
DIN EN ISO 11885 (E22)
Sedimentation, Activated sludge process
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
mg/l
0.022
0.03
0.038
2
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
5 measurements < DL (0,066 mg/l)
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.05
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
0.06
No information
24-hour flow proportional composite sample
Twice per year
No information
PT109_w {1}
IND
No information
mg/l
0.0564
0.06
0.0564
5 Oil separation, Neutralisation
No information
Yearly
No information
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1}
IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.01
0.03
0.06
2 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.07
Monthly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
sludge process, Nitrification/denitrification
Flow proportional composite sample
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
0.08
0.08
0.08
No information
No information
Yearly
No information
of uncertainty is not refered in the reports. 
BE013_w {1}
IND
Mercerising
mg/l
0.033
0.06
0.085
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN043TAX, MEIN043TAX, MEIN062TAX
sample 23.10.2015, 0,033 mg/l - <0,005 mg/l - 
SMEWW 3030 K/SMEWW 3111 B, SMEWW 3030 
PT115_w {1}
IND
No information
mg/l
0.01
0.05
0.0905
5 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
< LQ; LD= 0,01SIDVA - SIDVA - SIDVA
K/SMEWW 3111 B, W- METAXDG1
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
0.015
0.04
0.098
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
PT110_w {2}
IND
Dyeing 
mg/l
0.05
0.09
0.1
5 Equalisation, Grit separators, Screening
No information
Twice per year
No information
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0.03
0.1
0.5
Not applicable
Yearly
IRSA 3010 + 3020*
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
DE029_w {1}
IND
Dyeing 
mg/l
0.02
0.06
0.11
2 No information
Flow proportional composite sample
4 times per year
No information
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0
0.05
0.116
0.6 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/BWAC/III/B
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
0.025
0.06
0.116
0.4
24-hour flow proportional composite sample
Yearly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
1 measurement < 0,025 mg/l
finishing
Nitrification/denitrification, Other
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.065
0.08
0.118
41.536
0.3 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Monthly
No information
Three months average
proof finishing - Coating and laminating - Thermal 
treatment
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
0.106
0.12
0.139
2 Other
Other
No information
UNI EN ISO 11885:2009
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
For the second monitoring the value is below level of 
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
0.03
0.06
0.14
5 Other
24-hour flow proportional composite sample
Twice per year
IT-DLQ-42/V03;SMEWW3111 B, 21ªed
quantification - In these monitoring the value is below 
level of quantification - 
SMEWW3030 K/SMEWW 3111 B (22ª ed), SMEWW3030  annual measurement - annual measurement - annual 
PT108_w {1}
IND
Fabric production - Fabric production
mg/l
0.05
0.10
0.14
5 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Yearly
K/SMEWW 3111 B (22ª ed), PT 15 Ed. 12 (2O17-01-12)
measurement
DE031_w {1}
IND
Dyeing 
mg/l
0.028
0.09
0.155
No information
No information
Other
DIN EN ISO 11885DIN EN ISO 11885
3 times/year - 3 times/year - 3 times/year
DE046_w {1}
IND
Washing synthetic fibre - Dyeing 
mg/l
0.033
0.10
0.16
2 No information
No information
No information
No information
 - qualified sample - 
There is only VLE for total metals ( As, Cd, Pb, Cu, Cr, Zn, 
Hg and Ni) - VLE 5mg/l ;  - MESU. 1 - 0,086 mg/l ; There is 
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
DIN EN ISO 11885 (E22), DIN EN ISO 17294-2(E29), DIN EN 
PT098_w {1}
DIR
mg/l
0.086
0.15
0.18
No information
Yearly
only VLE for total metals ( As, Cd, Pb, Cu, Cr, Zn, Hg and 
treatment
filtration, Activated sludge process, Other
ISO 11885 (E22)
Ni) - VLE 5mg/l - There is only VLE for total metals ( As, 
Cd, Pb, Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l ; 
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0.058
0.10
0.18
2 Flotation
No information
Yearly
EN ISO 11885
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
0.042
0.12
0.188
15 Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.055
0.10
0.19
2 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.05
0.10
0.19
1 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
0.0898
0.13
0.2
5 Screening, Oil separation, Other
No information
4 times per year
DIN EN ISO 11885/ICP-OES
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0.07
0.13
0.2
Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 11885
treatment
Equalisation, Flotation, Coagulation and flocculation, 
Monitoring frequency: spotValue refered to sampling 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.2
0.20
0.2
0.5 Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
period
Sedimentation, Membrane bioreactor
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0.022
0.09
0.21
102.9
0.8
No information
4 times per year
NF EN ISO 11885
RSDE regulation - RSDE regulation - RSDE regulation
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.0379
0.10
0.213
2 No technique used
Not applicable
Twice per year
EPA 6020 B 2014
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.05
0.09
0.22
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
0.078
0.16
0.232
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.014
0.13
0.24
0.3 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
0.061
0.11
0.243
43.497
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
0.11
0.15
0.25
0.5 Other
Other
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
mg/l
0.037
0.10
0.26
2 No information
Other
No information
DIN
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.005
0.04
0.26
0.5
No information
4 times per year
EPA 6020 B 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
0.17
0.24
0.283
No information
No information
Yearly
No information
Other
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.087
0.16
0.288
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
Equalisation, Activated sludge process, 
1 mesurement < DL (0,025 mg/l)2 measurements < DL 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.03
0.10
0.295
0.9
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Nitrification/denitrification
(0,025 mg/l)
IT070_w {1}
IND
No information
mg/l
0.02
0.11
0.3
1 No information
Not applicable
Twice per year
EPA 6010 C 2007
1
25

ZINC - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
 - In the second determination, the concentration was 
under the detection limit of 0,001mg/l - In the second 
IT094_w {1}
IND
No information
mg/l
0.001
0.11
0.3
Other
No information
Twice per year
APAT CNR IRSA 3020 Volume 1:2003
determination, the concentration was under the 
detection limit of 0,001mg/l
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.31
0.31
0.31
0.5 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
period
osmosis
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
mg/l
0.07
0.18
0.32
5 No information
Other
Yearly
No information
finishing
AT001_w {1}
IND
No information
mg/l
0.098
0.18
0.33
1 No information
24-hour flow proportional composite sample
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
5; one additional control measurement local authority
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.068
0.18
0.34
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
0.06
0.21
0.39
2 Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
AT002_w {1}
IND
No information
mg/l
0.055
0.12
0.39
0.5 No information
No information
Yearly
DIN EN ISO 11885DIN EN ISO 11885
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.18
0.27
0.4
0.5
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
Nitrification/denitrification, Sedimentation
period
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.11
0.21
0.425
2 No technique used
Other
Twice per year
UNI EN ISO 11885:2009
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
0.12
0.23
0.475
2 No information
Other
No information
UNI EN ISO 11885:2009
treatment - Other
AVERAGE PERIOD 3 HOURS
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0.27
0.38
0.5
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Measurement 2 is inferior to detection limit: <0,005Value 
refered to sampling period - Measurement 3 is inferior to 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 3020 Man 29 2003, UNI EN ISO 15587-
detection limit: <0,05Value refered to sampling period - 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.005
0.13
0.5
0.5
Not applicable
Twice per year
Nitrification/denitrification, Sedimentation
1:2002+UNI EN ISO 11885:2009, UNI EN ISO 11885:2009 Measurement 1 is inferior to detection limit: 
<0,05Measurement 4 is inferior to detection limit: 
<0,5Value refered to sampling period
APAT CNR IRSA 3010 A Man 29 2003+APAT CNR IRSA 
RANDOM TEST MADE BY THE COMPANY - RANDOM TEST 
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
0.28
0.40
0.5
1 Other
Not applicable
Other
3020 Man 29 2003
MADE BY THE COMPANY - 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.33
0.49
0.58
2 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.05
0.24
0.6
2 No information
Not applicable
Twice per year
EPA 6010 C 2007
Yearly - Yearly - Yearly
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
IT087_w {1}
IND
mg/l
0.67
0.67
0.67
1 Equalisation
Not applicable, Grab/spot sample, Not applicable
Other
No information
Monitoring frequency: spot
Other
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
No unit reported
0.03
0.27
0.69
2 No information
Other
Twice per year
UNI EN ISO 11885:2009
Thermal treatment
ELV: 3 hours - Averaging period for ELV: 3 hours
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
0.065
0.45
0.69
No information
No information
Other
APAT IRSA -CNR 3010/A + 3020Man 29 2003
treatment - Wool Fulling
Thermal treatment - Scouring - Bleaching - Dyeing  - 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
mg/l
0.3
0.47
0.883
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
Other
ELV: 3 hours - Averaging period for ELV: 3 hours
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.16
0.36
0.94
2 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
0.088
0.24
0.98
2 Equalisation, Neutralisation
24-hour flow proportional composite sample
4 times per year
DIN
finishing
DE024_w {1}
IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.06
0.37
1.13
2 Equalisation
Grab/spot sample
4 times per year
No information
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
0.087
0.39
1.2
2 Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
1.1
1.20
1.3
Equalisation
Not applicable
Other
No information
the off-site treatment plant
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.1
0.34
1.56
Other
No information
Twice per year
ARPAT CNR IRSA 3010  Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.34
0.89
1.7
785.6
0.5 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quartely
AT004_w {1}
IND
Washing synthetic fibre
mg/l
0.52
1.19
1.72
2 No information
No information
Weekly 
EN ISO 11885 (MH)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.173
0.74
1.745
2 Other
Other
No information
UNI EN ISO 11885:2009
AVERAGE PERIOD 3 HOURS (YEAR 2015)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
0.44
1.41
1.835
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
Averaging period for ELV: 3 hours; YEAR 2015
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.0575
0.63
1.84
2 Other
Not applicable
Twice per year
EPA 6020 B 2014
Dry cleaning
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
No unit reported
0.074
0.45
1.84
2 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
0.041
0.90
1.863
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours  (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
0.051
0.88
1.87
2 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
0.08
1.34
1.9
2 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
1.07
1.59
1.91
2 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
AT005_w {1}
IND
No information
mg/l
0.38
0.97
2.5
2 Neutralisation
No information
Monthly
DIN EN ISO 11885DIN EN ISO 11885
Toxic metals in excess of 10000ug/l either individually or 
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
in total - Toxic metals in excess of 10000ug/l either 
UK127_w {1} IND
mg/l
0.119
1.65
10
19886.6
10 Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
individually or in total - Toxic metals in excess of 
10000ug/l either individually or in total
FR135_w {1}
IND
Washing synthetic fibre
mg/l
0.6
3.11
14.95
2933.3395
1.5 Grit separators
24-hour flow proportional composite sample
Monthly
No information
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1} DIR
No information
mg/l
5
28.33
61.6
Other
Twice per year
ICPMS Routine- acid digested; determined by ICPMS
Other
other (please 
specify in the 
The unit measurement is in microgrammes/litre - The 
UK126_w {1} IND
Dyeing 
column 
96
2038.51
8360
No information
Flow proportional composite sample
No information
No information
unit measurement is in microgrammes/litre - The unit 
"additional 
measurement is in microgrammes/litre
information")
2
26

CHROMIUM - Emissions to water
12
/l
g

10
 m
 in
d

8
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
6
tio
tra
n
ce

4
n
o
C

2
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
S
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
Type of discharge
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
IND
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
Type of monitoring
Per
Freq Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
900
y
a

800
/d
 g

700
 in
d

600
sse
500
re
p
x

400
 e
Max. load over 3
d
a

years (g/day)
300
200
ss lo
a
M

100
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
S
1
1
1
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
S
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
27

CHROMIUM - Emissions to water (zoom 0-1 mg/l)
1.0
0.9
/l
g

0.8
 m
 in
d

0.7
sse
re

Average concentration
0.6
p
x

over 3 years
 e
n

ELV (mg/l )
0.5
tio
tra

0.4
n
ce
n

0.3
o
C

0.2
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
S
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
Type of discharge
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
IND
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
Type of monitoring
Per
Freq Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
900
y
a

800
/d
 g

700
 in
d

600
sse
500
re
p
x

400
 e
Max. load over 3
d
a

years (g/day)
300
200
ss lo
a
M

100
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
S
1
1
1
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
8
8
1
4
1
2
5
9
4
9
4
9
6
4
6
0
5
9
5
1
9
5
3
0
2
6
9
7
9
1
4
4
7
6
3
9
2
7
8
4
5
2
8
5
2
4
2
8
8
1
0
3
7
9
1
7
7
2
9
4
5
1
1
9
8
3
2
0
1
3
9
5
0
1
4
2
5
1
3
9
3
4
4
3
3
5
2
5
3
7
7
3
3
0
6
5
2
1
2
2
8
0
6
9
0
9
6
7
2
2
0
4
9
0
6
8
0
2
9
1
0
1
8
7
0
0
1
1
8
7
7
1
6
0
1
0
0
1
6
9
8
7
7
7
7
6
8
8
9
2
2
0
0
1
0
1
0
0
0
1
0
1
0
1
0
0
0
0
1
0
1
0
0
0
0
0
0
0
1
1
1
S
E
R
R
R
R
T1
Z
E
T0
E
K
T0
E
T0
T0
T1
T0
E
E
T0
T1
T1
Z
T1
E
T1
T1
T1
T0
K
K
DE
E
S
DE
IT0
F
DE
DE
DE
F
IT0
DE
IT0
F
IT0
IT0
DE
F
P
IT0
DE
DE
C
DE
S
IT0
A
IT0
IT0
B
IT0
IT0
IT0
U
DE
A
DE
IT0
B
IT0
IT0
A
DE
P
P
A
B
IT0
IT0
B
A
P
P
IT0
IT0
IT0
C
IT0
P
S
P
P
P
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
U
28

CHROMIUM - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0
0
0.2
24-hour flow proportional composite sample
Monthly
DIN EN ISO 11885 (E22)
Sedimentation, Activated sludge process
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0
No information
No information
Yearly
No information
production - Printing - Thermal treatment
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.0015
0.0024
0.0057
2.0064
0.0001 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Monthly
No information
Three months average
proof finishing - Coating and laminating - Thermal 
treatment
DE031_w {1}
IND
Dyeing 
mg/l
0.005
0.01
0.007
No information
No information
Other
DIN EN ISO 11885DIN EN ISO 11885
3 times/year - 3 times/year - 3 times/year
Concentration under the detection limit of 0,001 mg/l - 
Concentration of mesurement 1 under the detection limit 
IT094_w {1}
IND
No information
mg/l
0.001
0.0022
0.008
Other
No information
Twice per year
APAT CNR IRSA 3020 Volume 1:2003
of 0,001 mg/l - Concentration under the detection limit of 
0,001 mg/l
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0
0.0035
0.009
Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 11885
treatment
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
0.005
0.01
0.01
0.5 Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
0.01
No information
24-hour flow proportional composite sample
Twice per year
No information
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
0.008
0.01
0.013
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
mesures for water agency for calculate a fee - mesures 
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0.0025
0.01
0.013
6.006
0.005
No information
4 times per year
NF EN ISO 11885
for water agency for calculate a fee - mesures for water 
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
agency for calculate a fee
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.00127
0.01
0.0144
4 No technique used
Not applicable
Twice per year
EPA 6020 B 2014
DE024_w {1}
IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.01
0.01
0.02
0.5 Equalisation
Grab/spot sample
4 times per year
No information
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.00127
0.01
0.021
4 Other
Not applicable
Twice per year
EPA 6020 B 2014
Dry cleaning
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
0.006
0.01
0.021
Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.009
0.02
0.028
4 Other
Other
No information
UNI EN ISO 11885:2009
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Equalisation, Flotation, Coagulation and flocculation, 
Monitoring frequency: spotValue refered to sampling 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.03
0.03
0.03
2 Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
period
Sedimentation, Membrane bioreactor
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
No unit reported
0.01
0.02
0.03
4 No information
Other
Twice per year
UNI EN ISO 11885:2009
Thermal treatment
ELV: 3 hours - Averaging period for ELV: 3 hours
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.005
0.01
0.031
0.5 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
FR135_w {1}
IND
Washing synthetic fibre
mg/l
0
0.0044
0.031
6.448
0 Grit separators
24-hour flow proportional composite sample
Monthly
No information
PT109_w {1}
IND
No information
mg/l
0.0335
0.03
0.0335
Oil separation, Neutralisation
No information
Yearly
No information
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.012
0.02
0.04
Other
No information
Twice per year
ARPAT CNR IRSA 3010  Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
0.01
0.01
0.05
0.5 Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
DE029_w {1}
IND
Dyeing 
mg/l
0.05
0.05
0.05
0.5 No information
Flow proportional composite sample
4 times per year
No information
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.007
0.04
0.05
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
DE023_w {1}
IND
Washing synthetic fibre - Mercerising - Bleaching - Dyeing  mg/l
0.01
0.03
0.05
0.5 No information
No information
No information
No information
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.0071
0.03
0.051
27.6
0.2 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quartely
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0.03
0.059
2
Not applicable
Yearly
IRSA 3020:2003*, IRSA 3020:2003*, IRSA 3010 + 3020*
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0.019
0.04
0.062
1 Flotation
No information
Yearly
EN ISO 11885
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.018
0.03
0.065
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
Value refered to sampling periodMeasurements 1,2 are 
inferior to detection limit: <0,005 - Value refered to 
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.005
0.04
0.07
2
Not applicable
Twice per year
APAT CNR IRSA 3020 Man 29 2003, calculated, calculated sampling periodMeasurement 1 is inferior to detection 
Nitrification/denitrification, Sedimentation
limit - Value refered to sampling periodMeasurement 1 is 
inferior to detection limit
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0.039
0.05
0.073
0.2 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/BWAC/III/B
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
0.02
0.03
0.073
4 No information
Other
No information
UNI EN ISO 11885:2009
treatment - Other
AVERAGE PERIOD 3 HOURS
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
0.007
0.04
0.078
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
0.018
0.05
0.083
4 Other
Other
No information
UNI EN ISO 11885:2009
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Toxic metals in excess of 10000ug/l either individually or 
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
in total - Toxic metals in excess of 10000ug/l either 
UK127_w {1} IND
mg/l
0.00914
0.03
0.0859
169.570895
10 Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
individually or in total - Toxic metals in excess of 
10000ug/l either individually or in total
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
mg/l
0.005
0.01
0.09
0.5 No information
Other
No information
DIN
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
0.01
0.03
0.09
0.5 Other
Other
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
0.005
0.03
0.095
0.5 Equalisation, Neutralisation
24-hour flow proportional composite sample
4 times per year
DIN
finishing
Equalisation, Neutralisation, Activated sludge process, 
IRSA 3010 + 3030, EPA 3005A 1992 + EPA 6010D 2014, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.05
0.08
0.1
2 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
EPA 3005A 1992 + EPA 6010D 2014
sampling period - Value refered to sampling period
osmosis
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.11
Monthly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
sludge process, Nitrification/denitrification
Flow proportional composite sample
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
0.011
0.04
0.116
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours   (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.001
0.02
0.13
2
No information
4 times per year
EPA 6020 B 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
1
29

CHROMIUM - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
AT005_w {1}
IND
No information
mg/l
0.01
0.04
0.14
0.5 Neutralisation
No information
Monthly
DIN EN ISO 11885DIN EN ISO 11885
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1}
IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.01
0.02
0.15
0.5 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
There is only VLE for total metals ( As, Cd, Pb, Cu, Cr, Zn, 
Hg and Ni) - VLE 5mg/l - MESU. 1 - 0,052 mg/l ; There is 
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
DIN EN ISO 11885 (E22), DIN EN ISO 17294-2(E29), DIN EN only VLE for total metals ( As, Cd, Pb, Cu, Cr, Zn, Hg and 
PT098_w {1}
DIR
mg/l
0.028
0.08
0.15
No information
Yearly
treatment
filtration, Activated sludge process, Other
ISO 11885 (E22)
Ni) - VLE 5mg/l - MESU. 1 - 0,028 mg/l ; There is only VLE 
for total metals ( As, Cd, Pb, Cu, Cr, Zn, Hg and Ni) - VLE 
5mg/l
PT115_w {1}
IND
No information
mg/l
0.0239
0.08
0.15
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
PA 45, PA 45, W- METAXDG1
< LQ; LD= 0,08SIDVA - < LQ; LD= 0,15SIDVA - SIDVA
AT002_w {1}
IND
No information
mg/l
0.019
0.07
0.15
0.5 No information
No information
Yearly
DIN EN ISO 11885DIN EN ISO 11885
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.017
0.06
0.152
0.5
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
3 measurements < DL 0,01  mg/l
Nitrification/denitrification
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
0.019
0.09
0.17
No information
No information
Other
APAT IRSA -CNR 3010/A + 3020Man 29 2003
treatment - Wool Fulling
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.046
0.12
0.18
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Self Control and taxation waste water - Self Control and 
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.061
0.10
0.19
0.5 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
taxation waste water - Self Control and taxation waste 
water
AT001_w {1}
IND
No information
mg/l
0.029
0.11
0.19
No information
24-hour flow proportional composite sample
No information
EN ISO 11885
control measurement local authority
PT110_w {2}
IND
Dyeing 
mg/l
0.01
0.17
0.2
2 Equalisation, Grit separators, Screening
No information
Twice per year
No information
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
detection limit: 0,2 mg/L - detection limit: 0,2 mg/L - 
PT113_w {1}
IND
mg/l
0.2
0.20
0.2
No information
Other
Yearly
No information
finishing
detection limit: 0,2 mg/L
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
IT087_w {1}
IND
mg/l
0.25
0.25
0.25
4 Equalisation
Not applicable, Grab/spot sample, Not applicable
Other
No information
Monitoring frequency: spot
Other
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.07
0.13
0.26
4 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0.024
0.18
0.27
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
0.126
0.22
0.303
No information
No information
Yearly
No information
Other
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.03
0.08
0.33
2
Not applicable
Monthly
APAT CNR IRSA 3010 Man 29 2003
Nitrification/denitrification, Sedimentation
sampling period - Value refered to sampling period
In these monitoring the value is below level of 
quantification - For the second monitoring the value is 
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
0.0084
0.33
0.4
Other
24-hour flow proportional composite sample
Twice per year
IT-DLQ-42/V03;SMEWW3111 B, 21ªed
below level of quantification - In these monitoring the 
value is below level of quantification
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
0.152
0.27
0.474
76.612
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
PT104_w {1}
IND
Dyeing  - Bleaching
mg/l
0.002
0.33
0.5
No information
24-hour flow proportional composite sample
Yearly
compound sampling
The installation only started operating in 
2017.Measurement value : < 0.5 mg/L (below level of 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
0.5
0.50
0.5
No information
No information
Yearly
No information
quantification). The value of uncertainty is not refered in 
the reports. 
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
0.077
0.36
0.5
2
No information
Yearly
W-METAXDG1
Sedimentation, Sand filtration, Other
Thermal treatment
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
0.015
0.16
0.51
0.2 Other
Other
Twice per year
UNI EN ISO 11885:2009
Averaging period for ELV: 3 hours; YEAR 2015
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
0.08
0.24
0.57
Screening, Oil separation, Other
No information
4 times per year
DIN EN ISO 11885/ICP-OES
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
No unit reported
0.03
0.19
0.57
4 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.02
0.16
0.6
4 No information
Not applicable
Twice per year
EPA 6010 C 2007
Yearly - Yearly - Yearly
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.025
0.24
0.67
4 No technique used
Other
Twice per year
UNI EN ISO 11885:2009
Thermal treatment - Scouring - Bleaching - Dyeing  - 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
mg/l
0.09
0.35
0.69
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
Other
ELV: 3 hours - Averaging period for ELV: 3 hours
IT070_w {1}
IND
No information
mg/l
0.01
0.31
0.9
4 No information
Not applicable
Twice per year
EPA 6010 C 2007
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.028
0.49
1.2
4 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.16
0.54
1.22
4 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
ELV is referred to 3 hours sampled waste water. Cr was 
quantified as Cr VI - ELV is referred to 3 hours sampled 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
0.11
0.73
1.58
4 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
waste water. Cr was quantified as Cr VI - ELV is referred 
Bleaching
to 3 hours sampled waste water. Cr was quantified as 
CrVI. Data related to 2015.
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
0.42
1.11
1.8
Equalisation
Not applicable
Other
No information
the off-site treatment plant
ELV is referred to 3 hours sampled waste water. Cr was 
quantified as Cr VI - ELV is referred to 3 hours sampled 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
0.063
1.16
2.185
4 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
waste water. Cr was quantified as Cr VI - ELV is referred 
Bleaching
to 3 hours sampled waste water. Cr was quantified as 
CrVI. Data related to 2015.
UK121_w {1} IND
Dyeing 
mg/l
0.036
1.51
3.9
772.2
5 Equalisation
24-hour flow proportional composite sample
Monthly
BS 6068 Section 2.6
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1} DIR
No information
mg/l
0.5
2.62
8.2
Other
Twice per year
ICPMS Routine- acid digested; determined by ICPMS
Other
other (please 
specify in the 
The unit measurement is in microgrammes/litre - The 
UK126_w {1} IND
Dyeing 
column 
4.5
261.80
3140
No information
Flow proportional composite sample
No information
No information
unit measurement is in microgrammes/litre - The unit 
"additional 
measurement is in microgrammes/litre
information")
2
30

NICKEL - Emissions to water
12
/l
g

10
 m
 in
d

8
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
6
tio
tra
n
ce

4
n
o
C

2
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
Type of discharge
DIR
DIR
IND
DIR
IND
IND
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
DIR
IND
DIR
IND
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Freq
Per
Per
Per
2,000
y
a

1,800
/d
 g

1,600
 in
d

1,400
sse
1,200
re
p

1,000
x
 e

Max. load over 3
800
d
a

years (g/day)
600
ss lo
400
a
M

200
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
31

NICKEL - Emissions to water (zoom 0-0.1 mg/l)
0.10
0.09
/l
g

0.08
 m
 in
d

0.07
sse
re

Average concentration
0.06
p
x

over 3 years
 e
n

ELV (mg/l )
0.05
tio
tra

0.04
n
ce
n

0.03
o
C

0.02
0.01
0.00
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
Type of discharge
DIR
DIR
IND
DIR
IND
IND
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
DIR
IND
DIR
IND
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Freq
Per
Per
Per
2,000
y
a

1,800
/d
 g

1,600
 in
d

1,400
sse
1,200
re
p

1,000
x
 e

Max. load over 3
800
d
a

years (g/day)
600
ss lo
400
a
M

200
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
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 {1
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w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
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w
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w
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w
w
w
w
w
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w
w
w
w
w
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w
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w
w
w
w
w
w
w
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w
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w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
8
9
7
6
4
4
4
9
1
1
2
5
5
0
9
3
2
5
4
4
6
1
8
5
9
2
8
5
1
9
9
1
9
4
0
2
8
1
9
3
7
7
1
9
0
8
0
9
3
3
5
4
2
5
7
1
7
2
1
4
3
9
5
6
7
8
3
1
5
9
3
4
2
4
2
1
7
8
0
7
7
2
1
7
6
3
0
0
3
5
7
0
7
4
2
3
3
5
6
2
0
9
8
0
0
7
8
1
9
6
1
1
3
0
0
0
1
2
9
7
2
1
0
0
0
0
0
0
1
1
0
0
0
0
1
0
0
0
0
0
0
0
0
1
0
1
1
R
T0
E
E
E
T0
E
T0
E
R
E
S
T0
T0
T1
T1
T0
T1
T1
R
T1
T1
E
T1
K
K
F
P
IT0
IT0
IT0
IT0
DE
B
IT0
IT0
DE
DE
DE
DE
S
S
IT0
IT0
A
IT0
IT0
DE
B
IT0
IT0
DE
A
B
F
DE
IT0
B
IT0
DE
DE
DE
DE
E
IT0
DE
A
IT0
IT0
A
P
IT0
IT0
P
P
IT0
P
P
F
P
P
B
P
U
IT0
IT0
U
32

NICKEL - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0
0
0
Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 11885
detection limit of the lab 5µg/L
treatment
MESU. 1 - 0,0032 mg/l ; There is only VLE for total metals 
( As, Cd, Pb, Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l - MESU. 1 - 
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
DIN EN ISO 11885 (E22), DIN EN ISO 17294-2(E29), DIN EN <0,0010 mg/l ; There is only VLE for total metals ( As, Cd, 
PT098_w {1}
DIR
mg/l
0.0003
0.0014
0.0032
No information
Yearly
treatment
filtration, Activated sludge process, Other
ISO 11885 (E22)
Pb, Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l ; < LD - MESU. 1 - 
<0,0020 mg/l ; There is only VLE for total metals ( As, Cd, 
Pb, Cu, Cr, Zn, Hg and Ni) - VLE 5mg/l ; < LD
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.00089
0.0027
0.00442
4 Other
Not applicable
Twice per year
EPA 6020 B 2014
Dry cleaning
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.005
0.01
0.005
2
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
Nitrification/denitrification, Sedimentation
period
Equalisation, Flotation, Coagulation and flocculation, 
Monitoring frequency: spotMeasurement is inferior to 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.005
0.01
0.005
2 Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
detection limit: <0,005 mg/lValue refered to sampling 
Sedimentation, Membrane bioreactor
period
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.005
0.01
0.005
2
No information
4 times per year
EPA 6020 B 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
under mesurement 2 and following,.. you find the 
measured values from the authority surveillance  - under 
mesurement 2 and following,.. you find the measured 
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
0.005
0.01
0.006
0.05 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
Yearly
No information
values from the authority surveillance  - under 
mesurement 2 and following,.. you find the measured 
values from the authority surveillance 
Equalisation, Activated sludge process, 
6 measurements < DL (0,01 mg/l) - 3 measurements < DL 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.0056
0.01
0.0064
0.5
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Nitrification/denitrification
(0,01 mg/l) - 3 measurements < DL (0,01 mg/l)
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.0032
0.01
0.0089
4 No technique used
Not applicable
Twice per year
EPA 6020 B 2014
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
0.004
0.01
0.009
4 No information
Other
No information
UNI EN ISO 11885:2009
treatment - Other
AVERAGE PERIOD 3 HOURS
DE031_w {1}
IND
Dyeing 
mg/l
0.01
0.01
0.01
No information
No information
Other
DIN EN ISO 11885DIN EN ISO 11885
3 times/year - 3 times/year - 3 times/year
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
0.005
0.01
0.01
0.5 Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0.0003
0.01
0.2
24-hour flow proportional composite sample
Monthly
DIN EN ISO 11885 (E22)
Sedimentation, Activated sludge process
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
0.01
No information
24-hour flow proportional composite sample
Twice per year
No information
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.01
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
No information
No information
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
0.01
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0
0.01
0.01
4 No technique used
Other
Twice per year
UNI EN ISO 11885:2009
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
mg/l
0.01
0.01
0.01
No information
No information
Other
APAT IRSA -CNR 3010/A + 3020Man 29 2003
treatment - Wool Fulling
AT005_w {1}
IND
No information
mg/l
0.01
0.01
0.01
0.5 Neutralisation
No information
Monthly
DIN EN ISO 11885DIN EN ISO 11885
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
0.004
0.01
0.011
4 Other
Other
No information
UNI EN ISO 11885:2009
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.005
0.01
0.011
4 Other
Other
No information
UNI EN ISO 11885:2009
AVERAGE PERIOD 3 HOURS (YEAR 2015)
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
mg/l
0.005
0.01
0.012
0.5 No information
Other
No information
DIN
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
5 measurements < DL (0,01 mg/l)2 measurements < DL 
BE011_w {1}
DIR
Dyeing 
mg/l
0.01
0.01
0.012
0.1
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
(0,009 mg/l)
Advanced oxidation)
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.004
0.01
0.012
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
  analyses introduced  during 2018 to follow the ZDHC 
IT065_w {1}
IND
No information
mg/l
0.0112
0.01
0.0129
Other
No information
Twice per year
EPA 6020B   :2014  EPA 200,8 rev.5,4
Waste Water Guide lines
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
0.012
0.01
0.013
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
AT002_w {1}
IND
No information
mg/l
0
0.0009
0.013
0.5 No information
No information
Yearly
DIN EN ISO 11885DIN EN ISO 11885
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0
0.01
0.015
0.5 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
FR135_w {1}
IND
Washing synthetic fibre
mg/l
0
0.01
0.016
3.088
Grit separators
24-hour flow proportional composite sample
Monthly
No information
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
0.01
0.01
0.02
0.5 Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.01
0.01
0.02
4 Other
24-hour flow proportional composite sample
Twice per year
UNI EN ISO 11885:2009
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0
0.01
0.02
0.2 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/BWAC/III/B
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0
0.01
0.02
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
0.005
0.01
0.024
0.5 Equalisation, Neutralisation
24-hour flow proportional composite sample
4 times per year
DIN
finishing
DE024_w {1}
IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.01
0.01
0.03
0.5 Equalisation
Grab/spot sample
4 times per year
No information
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.005
0.01
0.032
0.5 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
0.005
0.02
0.033
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.03
No information
No information
Yearly
No information
production - Printing - Thermal treatment
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
0.005
0.02
0.035
4 Other
Other
Twice per year
UNI EN ISO 11885:2009
Averaging period for ELV: 3 hours; YEAR 2015
DE029_w {1}
IND
Dyeing 
mg/l
0.02
0.02
0.04
0.5 No information
Flow proportional composite sample
4 times per year
No information
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
0
0.02
0.05
0.5 Other
Other
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
1
33

NICKEL - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Measurements 1 is inferior to detection limit: 
<0,005Measurements 3 is inferior to detection limit: 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 3020 Man 29 2003, UNI EN ISO 15587-
<0,005Value refered to sampling period - Measurements 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.005
0.04
0.05
2
Not applicable
Twice per year
Nitrification/denitrification, Sedimentation
1:2002+UNI EN ISO 11885:2009, UNI EN ISO 11885:2009 1,3 are inferior to detection limit: <0,05Value refered to 
sampling period - Measurement 1,3 are inferior to 
detection limit: <0,05Value refered to sampling period
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
IT087_w {1}
IND
mg/l
0.053
0.05
0.053
0.3 Equalisation
Not applicable, Grab/spot sample, Not applicable
Other
No information
Monitoring frequency: spot
Other
AT001_w {1}
IND
No information
mg/l
0
0.0048
0.062
0.5 No information
24-hour flow proportional composite sample
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
5; one additional control measurement local authority
PT109_w {1}
IND
No information
mg/l
0.0654
0.07
0.0654
2 Oil separation, Neutralisation
No information
Yearly
No information
IT070_w {1}
IND
No information
mg/l
0.01
0.04
0.07
4 No information
Not applicable
Twice per year
EPA 6010 C 2007
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.01
0.03
0.07
4 No information
Not applicable
Twice per year
EPA 6010 C 2007
Yearly - Yearly - Yearly
PT110_w {2}
IND
Dyeing 
mg/l
0.01
0.07
0.1
2 Equalisation, Grit separators, Screening
No information
Twice per year
No information
below level of quantification - below level of 
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
0.005
0.07
0.1
2 Screening, Oil separation, Other
No information
4 times per year
DIN EN ISO 11885/ICP-OES
quantification - below level of quantification
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.02
0.04
0.1
4 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
detection limit: 0,1 mg/L - detection limit: 0,1 mg/L - 
PT113_w {1}
IND
mg/l
0.1
0.10
0.1
2 No information
Other
Yearly
No information
finishing
detection limit: 0,1 mg/L
SMEWW 3030 K/SMEWW 3111 B, SMEWW 3030 
< LQ; LD= 0,04SIDVA - < LQ; LD= 0,15SIDVA - < LQ; LD=  
PT115_w {1}
IND
No information
mg/l
0.005
0.07
0.15
2 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
K/SMEWW 3111 B, W- METAXDG1
Does not exist. SIDVA
mesures for water agency for calculate a fee - mesures 
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0.002
0.03
0.19
93.67
0.01
No information
4 times per year
NF EN ISO 11885
for water agency for calculate a fee - mesures for water 
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
agency for calculate a fee
In these monitoring the value is below level of 
quantification - In these monitoring the value is below 
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
0.002
0.17
0.2
2 Other
24-hour flow proportional composite sample
Twice per year
IT-DLQ-42/V03;SMEWW3111 B, 21ªed
level of quantification - In these monitoring the value is 
below level of quantification
The installation only started operating in 
2017.Measurement value: < 0.3 mg/L (below level of 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
0.3
0.30
0.3
No information
No information
Yearly
No information
quantification). The value of uncertainty is not refered in 
the reports. 
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.49
Monthly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
sludge process, Nitrification/denitrification
Flow proportional composite sample
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
0.005
0.34
0.5
2
No information
Yearly
W-METAXDG1
Sedimentation, Sand filtration, Other
Thermal treatment
Toxic metals in excess of 10000ug/l either individually or 
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
in total - Toxic metals in excess of 10000ug/l either 
UK127_w {1} IND
mg/l
0.00914
0.05
0.917
1823.60122
10 Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
individually or in total - Toxic metals in excess of 
10000ug/l either individually or in total
Equalisation, Neutralisation, Activated sludge process, 
IRSA 3010 + 3030, EPA 3005A 1992 + EPA 6010D 2014, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.05
0.11
1
2 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
EPA 3005A 1992 + EPA 6010D 2014
sampling period - Value refered to sampling period
osmosis
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.004
0.35
2
4 No information
Other
Twice per year
UNI EN ISO 11885:2009
ELV: 3 hours - Averaging period for ELV: 3 hours
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1} DIR
No information
mg/l
1.74
3.18
5.62
Other
Twice per year
ICPMS Routine- acid digested; determined by ICPMS
Other
other (please 
specify in the 
The unit measurement is in microgrammes/litre - The 
UK126_w {1} IND
Dyeing 
column 
5.61
30.90
352
No information
Flow proportional composite sample
No information
No information
unit measurement is in microgrammes/litre - The unit 
"additional 
measurement is in microgrammes/litre
information")
2
34

TOTAL N - Emissions to water 
50
45
/l
g

40
 m
 in
d

35
sse
re

Average concentration
30
p
x

over 3 years
 e
n

ELV (mg/l )
25
tio
tra

20
n
ce
n

15
o
C

10
5
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
8
7
5
9
9
1
0
2
7
1
0
0
4
4
7
1
3
9
0
2
1
0
1
1
9
9
1
1
2
3
1
6
3
0
0
0
0
0
0
0
0
1
0
1
T0
E
Z
E
E
T1
T1
E
Z
R
E
R
DE
P
B
DE
C
B
B
P
IT0
IT0
P
B
C
F
B
IT0
F
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Freq
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
8
7
5
9
9
1
0
2
7
1
0
0
4
4
7
1
3
9
0
2
1
0
1
1
9
9
1
1
2
3
1
6
3
0
0
0
0
0
0
0
0
1
0
1
T0
E
Z
E
E
T1
T1
E
Z
R
E
R
DE
P
B
DE
C
B
B
P
IT0
IT0
P
B
C
F
B
IT0
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
4
8
7
5
9
9
1
0
2
7
1
0
0
4
4
7
1
3
9
0
2
1
0
1
1
9
9
1
1
2
3
1
6
3
0
0
0
0
0
0
0
0
1
0
1
T0
E
Z
E
E
T1
T1
E
Z
R
E
R
DE
P
B
DE
C
B
B
P
IT0
IT0
P
B
C
F
B
IT0
F
35

TOTAL N - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
1.89
2.06
2.22
6 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
qualified sample - qualified sample - qualified sample
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
3.70
No information
No information
Yearly
No information
production - Printing - Thermal treatment
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
POQ 14 Edição 11, PNT MA/FQ2-07(2015-09-09), PNT 
PT098_w {1}
DIR
mg/l
1
2.20
4.6
15
No information
Yearly
 - < LD - < LD
treatment
filtration, Activated sludge process, Other
MA/FQ2-07(2015-09-09)
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
1.85
3.68
5.5
Other
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
Dry cleaning
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
5.70
Monthly
WAC/III/D/033
sludge process, Nitrification/denitrification
Flow proportional composite sample
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0.39
2.52
6.42
12
24-hour flow proportional composite sample
Monthly
CALCULATED
Sedimentation, Activated sludge process
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
7.60
11
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
3
4.11
7.7
15 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/D/033
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
mg/l
2
4.85
9.7
15
24-hour flow proportional composite sample
No information
WAC/III/D/033
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
IT094_w {1}
IND
No information
mg/l
1.67
5.57
10.3
Other
No information
Twice per year
Determined as the sum of NH4-N, NO2-N and NO3-N
Washing synthetic fibre - Scouring - Functional finishing - 
IT074_w {1}
IND
mg/l
8.2
9.92
12.3
Other
Other
No information
INTERNAL MHETOD
Dry cleaning - Other
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
7.76
10.38
13
No technique used
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
8
10.48
13.1
Other
24-hour flow proportional composite sample
Twice per year
Marconcini SRL internal method n. 34
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Equalisation, Grit separators, Screening, Coagulation and 
PT110_w {1}
DIR
Dyeing 
mg/l
4
7.38
15
15 flocculation, Sedimentation, Activated sludge process, 
No information
Monthly
No information
Other
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
6.6
10.40
16
2896
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
17.1
17.10
17.1
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
LCK 238
Monitoring frequency: spot
osmosis
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
6
12.25
18.5
Not applicable
No information
LCK 238; UNI EN 12260:2004
Monitoring frequency: spot
Nitrification/denitrification, Sedimentation
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
6
9.48
18.7
15
No information
4 times per year
SMEWW 4500 N
Sedimentation, Sand filtration, Other
Thermal treatment
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
3
8.24
19.9
15
24-hour flow proportional composite sample
Yearly
WAC/III/D/033
finishing
Nitrification/denitrification, Other
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
12.3
15.52
19.9
No technique used
Other
Twice per year
Metodo interno n°34
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
12.4
15.25
20.7
No information
Other
No information
INTERNAL MHETOD
treatment - Other
AVERAGE PERIOD 3 HOURS
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
3.2
10.12
20.8
100 Other
Not applicable
Twice per year
apat cnr irsa 4030 a1-a2/c-4050+5030-4020 Man 29 2003
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
15
18.00
21
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
2.5
6.23
24
25 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
16.6
20.65
25
Other
24-hour flow proportional composite sample
Twice per year
Marconcini SRL internal method n. 34
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
4.1
12.08
26.6
30
No information
4 times per year
NF EN 25663
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
Thermal treatment - Scouring - Bleaching - Dyeing  - 
IT072_w {1}
IND
mg/l
7.7
14.28
27.7
Other
Other
Twice per year
INTERNAL METHOD
Parameter monitored on indication of the manager of the 
Other
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
5.2
13.01
29
36
24-hour flow proportional composite sample
No information
WAC/III/D/033
Nitrification/denitrification
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.7
19.55
30.8
60 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/D/033
Equalisation, Neutralisation, Activated sludge process, 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
19.7
24.83
34.8
Not applicable
No information
LCK 238
Nitrification/denitrification, Sedimentation
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
14
21.61
36
Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
6.9
13.72
36.8
Other
Other
No information
INTERNAL MHETOD
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
19.7
27.88
39.6
Other
24-hour flow proportional composite sample
Twice per year
Marconcini SRL internal method n. 34
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Dyeing  - Fabric production - Dry cleaning - Printing - 
Authorized in derogation - Authorized in derogation - 
IT063_w {1}
IND
mg/l
9
19.96
40
54 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Authorized in derogation
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
6
23.02
42.4
Other
Other
Twice per year
INTERNAL METHOD
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
BE013_w {1}
IND
Mercerising
mg/l
12.8
25.93
43.6
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN040
sample 22.10.2015-23.10.2015
Environmetal Permit - Environmetal Permit - 
PT115_w {1}
IND
No information
mg/l
9
21.33
45
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
SMEWW 4500 N
Environmetal Permit
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
3.8
18.90
45
22080
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
TKN; no ELV in the permit - TKN; no ELV in the permit - 
AT004_w {1}
IND
Washing synthetic fibre
mg/l
22
32.55
45.3
No information
No information
Twice per year
EN 25663 (MH)
TKN; no ELV in the permit
1
36

TOTAL N - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
27.9
37.38
46.1
No information
Other
Twice per year
INTERNAL METHOD
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
4.2
17.80
47
10 Other
24-hour flow proportional composite sample
Monthly
NF EN 25663
treatment
AT005_w {1}
IND
No information
mg/l
38
44.33
49
50 Neutralisation
No information
Twice per year
DIN EN 25663DIN EN 25663DIN EN 25663
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.1
12.85
51
Other
No information
Twice per year
ARPAT CNR IRSA4060 Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
52.00
No information
24-hour flow proportional composite sample
Twice per year
No information
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
13
25.00
56
19712
25 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Three months average
proof finishing - Coating and laminating - Thermal 
treatment
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.5
14.98
60
No information
Not applicable
Twice per year
apat irsa cnr 28/2003 4060
Yearly - Yearly - Yearly
DE031_w {1}
IND
Dyeing 
mg/l
18
40.72
91
No information
No information
Other
No information
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT064_w {1}
IND
Scouring
mg/l
16.8
53.52
91
Other
Other
Twice per year
INTERNAL METHOD
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
18.9
33.59
93.1
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
IT087_w {1}
IND
No unit reported
38
73.40
95
Equalisation
Not applicable, Grab/spot sample, Not applicable
No information
No information
Other
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
47.3
79.00
96
Equalisation, Neutralisation
24-hour flow proportional composite sample
Yearly
DIN
finishing
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
70
85.53
107
No information
No information
Yearly
No information
Other
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
69
93.00
110
Equalisation
Not applicable
Other
No information
the off-site treatment plant
AT002_w {1}
IND
No information
mg/l
34
61.07
120
No information
No information
No information
DIN EN 25663
FR135_w {1}
IND
Washing synthetic fibre
mg/l
5.9
29.77
215
44720
50 Grit separators
24-hour flow proportional composite sample
Monthly
No information
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
23
42.32
225
Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
80
143.56
233
400 Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
Ammonia values as nitrogen - Ammonia values as 
UK127_w {1} IND
mg/l
3
88.00
252
497460.6
Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
nitrogen - Ammonia values as nitrogen
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
13.5
74.40
309
Other
Other
Twice per year
INTERNAL METHOD
Parameter monitored on indication of the manager of the 
Dyeing  - Functional finishing - Other
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage  (data referring to the year 2015)
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
206
303.50
474
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
CZ016_w {1}
IND
Shrink-proof finishing
mg/l
211.1
998.41
2791
No information
Flow proportional composite sample
Monthly
No information
2
37

AOX - Emissions to water 
600
/l
g

500
 m
 in
d

400
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
300
tio
tra
n
ce

200
n
o
C

100
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
Type of discharge
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
DIR
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
70
y
a
/d

60
 g
 in

50
d
sse

40
re
p
x

30
 e
Max. load over 3
d
a

years (g/day)
20
ss lo
a

10
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
38

AOX - Emissions to water (zoom 0-1 mg/l)
1.0
0.9
/l
g

0.8
 m
 in
d

0.7
sse
re

Average concentration
0.6
p
x

over 3 years
 e
n

ELV (mg/l )
0.5
tio
tra

0.4
n
ce
n

0.3
o
C

0.2
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
Type of discharge
IND
IND
IND
DIR
IND
IND
IND
IND
IND
IND
DIR
DIR
DIR
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
70
y
a
/d

60
 g
 in

50
d
sse

40
re
p
x

30
 e
Max. load over 3
d
a

years (g/day)
20
ss lo
a

10
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {3
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
3
3
4
3
0
4
9
6
0
2
0
7
4
9
3
8
5
8
8
9
1
8
8
7
9
4
7
4
2
1
7
1
5
9
4
9
2
6
2
1
0
6
4
9
0
1
2
9
3
0
3
8
5
6
4
6
6
3
2
5
4
6
0
9
3
1
0
6
7
7
5
2
6
1
0
3
7
0
1
2
7
9
0
2
3
4
5
4
8
2
4
0
2
3
4
3
3
3
3
2
0
4
9
0
2
6
1
0
1
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
0
0
T0
E
E
S
E
E
E
Z
T0
R
T0
R
R
R
Z
T0
T0
T0
E
Z
T0
Z
DE
IT0
IT0
DE
DE
DE
DE
IT0
A
IT0
DE
B
B
IT0
IT0
IT0
E
DE
IT0
S
B
DE
IT0
B
C
DE
IT0
IT0
A
DE
F
DE
DE
DE
IT0
DE
DE
A
DE
F
DE
DE
F
F
DE
C
A
DE
P
A
S
IT0
C
A
C
39

AOX - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
DE046_w {1} IND
Washing synthetic fibre - Dyeing 
mg/l
0.015
0.015
0.015
1 No information
No information
No information
No information
 - qualified sample - 
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.01
0.01
0.02
Equalisation
Other
4 times per year
No information
Printing - Functional finishing
IT063_w {3}
IND
Dry cleaning
mg/l
0.01
0.02
0.03
2 No information
No information
4 times per year
No information
under mesurement 2,3,.. you find the measured values 
from the authority surveillance  - under mesurement 
DE034_w {1} DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
0.015
0.03
0.05
0.1 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
Yearly
No information
2,3,.. you find the measured values from the authority 
surveillance  - under mesurement 2,3,.. you find the 
measured values from the authority surveillance 
DE023_w {1} IND
Washing synthetic fibre - Mercerising - Bleaching - Dyeing  mg/l
0.01
0.02
0.05
1 No information
No information
No information
No information
DE050_w {1} IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.051
0.051
0.051
1 No information
No information
Once every 3 years
No information
DE044_w {1} IND
Desizing - Mercerising - Bleaching - Dyeing 
mg/l
0.06
0.06
0.06
No information
24-hour flow proportional composite sample
Twice per year
No information
Averaging period for ELV: 3 hours; (researched 
parameter: chlorinated solvents) - Averaging period for 
ELV: 3 hours; (researched parameter: chlorinated 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.016
0.05
0.089
2 Other
Other
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
solvents) - Averaging period for ELV: 3 hours; (researched 
parameter: chlorinated solvents, data referring to the 
year 2015)
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0.023
0.05
0.09
0.5 Flotation
No information
Yearly
EN ISO 9562:2004
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
0.036
0.06
0.091
Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1} DIR
mg/l
0.035
0.06
0.12
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
0.08
0.10
0.12
0.55
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.13
Monthly
No information
sludge process, Nitrification/denitrification
Flow proportional composite sample
Averaging period for ELV: 3 hours (researched parameter: 
chlorinated solvents) - Averaging period for ELV: 3 hours 
IT064_w {1}
IND
Scouring
mg/l
0.077
0.10
0.134
2 Other
Other
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
(researched parameter: chlorinated solvents) - Averaging 
period for ELV: 3 hours (researched parameter: 
chlorinated solvents)
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.07
0.11
0.14
2 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.045
0.10
0.15
No technique used
Other
Twice per year
 ARPAT CNR IRSA 5150 MAN 29 2003
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.15
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
No unit reported
0.033
0.06
0.158
1
24-hour flow proportional composite sample
No information
WAC/IV/B/11
Nitrification/denitrification
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1} DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0.02
0.16
0.3
24-hour flow proportional composite sample
Monthly
DIN EN ISO 9562 (H14)
Sedimentation, Activated sludge process
Averaging period for ELV: 3 hours (researched parameter: 
chlorinated solvents) - Averaging period for ELV: 3 hours 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
0.082
0.12
0.163
2 Other
Other
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
(researched parameter: chlorinated solvents) - Averaging 
Dyeing  - Functional finishing - Other
period for ELV: 3 hours (researched parameter: 
chlorinated solvents data referring to the year 2015)
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.06
0.11
0.17
61.03
Sedimentation, Neutralisation
24-hour flow proportional composite sample
4 times per year
No information
proof finishing - Coating and laminating - Thermal 
treatment
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0.085
0.12
0.175
1 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/IV/B/011
Other
Sand filtration, Chemical reduction, Microfiltration, 
Reverse osmosis
DE031_w {1} IND
Dyeing 
mg/l
0.023
0.08
0.19
No information
No information
Other
DIN EN ISO9562
3 times/year - 3 times/year - 3 times/year
Averaging period for ELV: 3 hours (researched parameter: 
chlorinated solvents) - Averaging period for ELV: 3 hours 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.075
0.15
0.211
2 Other
Other
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
(researched parameter: chlorinated solvents) - Averaging 
period for ELV: 3 hours (researched parameter: 
chlorinated solvents)
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.16
0.19
0.22
1 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/IV/B/011
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
0.19
0.23
0.258
No information
No information
Yearly
No information
Other
DE029_w {1} IND
Dyeing 
mg/l
0.01
0.07
0.26
1 No information
Flow proportional composite sample
4 times per year
No information
Averaging period for ELV: 3 hours (researched parameter: 
chlorinated solvents) - Averaging period for ELV: 3 hours 
Washing synthetic fibre - Scouring - Functional finishing - 
IT074_w {1}
IND
mg/l
0.092
0.18
0.312
2 Other
Other
No information
APAT CNR IRSA 5150 MAN 29 2003
(researched parameter: chlorinated solvents) - Averaging 
Dry cleaning - Other
period for ELV: 3 hours (researched parameter: 
chlorinated solvents) (YEAR 2015)
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.28
0.32
0.35
Not applicable
No information
 ISO 9562:2004
Nitrification/denitrification, Sedimentation
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
No unit reported
0.08
0.17
0.38
1
24-hour flow proportional composite sample
No information
WAC/IV/B/011
most measurements result with matrix interference
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
AT004_w {1}
IND
Washing synthetic fibre
mg/l
0
0.17
0.38
1 No information
No information
Twice per year
EN ISO 9562:2004 (MH)
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1} IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.01
0.10
0.391
1 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
0.019
0.13
0.41
0.001 Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 9562
treatment
Desizing - Mercerising - Bleaching - Dyeing  - Functional 
DE047_w {1} IND
mg/l
0
0.19
0.451
0.5 Neutralisation
24-hour flow proportional composite sample
4 times per year
No information
finishing
1
40

AOX - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1} IND
mg/l
0.04
0.14
0.47
1 Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
DE045_w {1} IND
Washing synthetic fibre - Desizing - Desizing
mg/l
0.49
No information
24-hour flow proportional composite sample
Twice per year
No information
  analyses introduced  during 2018 to follow the ZDHC 
IT065_w {1}
IND
No information
No unit reported
0.19
0.34
0.49
Other
No information
Twice per year
 ISO 9562:2004
Waste Water Guide lines
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
0.045
0.14
0.49
Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5150 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
DE024_w {1} IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.1
0.32
0.5
1 Equalisation
Grab/spot sample
4 times per year
No information
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1} IND
Printing - Coating and laminating - Scouring - Functional  mg/l
0.05
0.16
0.5
0.5 Equalisation, Neutralisation
24-hour flow proportional composite sample
4 times per year
DIN
finishing
 - compliance and selfmonitoring - compliance and 
AT002_w {1}
IND
No information
mg/l
0
0.25
0.52
0.5 No information
No information
Yearly
ÖNORM EN ISO 9562
selfmonitoring
DE026_w {1} IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
mg/l
0.081
0.22
0.57
0.5 No information
Other
No information
DIN
acc. To our permit
FR132_w {2}
DIR
Bleaching - Dyeing 
mg/l
0.02
0.21
0.661
1 Other
Grab/spot sample
No information
No information
DE041_w {1} IND
Desizing - Bleaching - Dyeing 
mg/l
0.15
0.16
0.8
No information
No information
Monthly
No information
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1} IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.05
0.34
0.81
1 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
0.509
0.71
0.853
Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
mesures for water agency for calculate a fee - mesures 
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0.06
0.30
0.86
No information
4 times per year
NF EN ISO 9562
for water agency for calculate a fee - mesures for water 
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
agency for calculate a fee
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1} IND
mg/l
0.5
0.69
0.88
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
0.03
0.14
0.95
0.2 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
AT001_w {1}
IND
No information
mg/l
0
0.35
0.95
1 No information
24-hour flow proportional composite sample
4 times per year
ÖNORM EN ISO 9562
5; one additional control measurement local authority
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1} IND
mg/l
0
0.49
1
1 Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
0.01
0.17
1
1 Screening, Oil separation, Other
No information
4 times per year
EN ISO 9562/-
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
0
0.36
1
1 Other
Other
4 times per year
ÖMORM EN ISO 9562
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
1.00
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
No information
No information
IT063_w {2}
IND
Dry cleaning
mg/l
0.01
0.23
1.64
2 No information
No information
4 times per year
No information
Desizing - Functional finishing - Dyeing  - Fabric 
monitoring 6 per year - monitoring 6 per year - 
CZ018_w {1}
IND
mg/l
0.357
1.22
1.85
1.5 Neutralisation
24-hour flow proportional composite sample
Other
No information
production
monitoring 6 per year
AT005_w {1}
IND
No information
mg/l
0.26
1.88
7.4
2.5 Neutralisation
No information
Monthly
ÖNORM EN ISO 9562
BE013_w {1}
IND
Mercerising
No unit reported
20
20.00
20
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
No information
CZ016_w {1}
IND
Shrink-proof finishing
mg/l
26
158.12
530
No information
Flow proportional composite sample
Monthly
No information
2
41

TOTAL P - Emissions to water 
180
160
/l
g
 m

140
 in
d

120
sse
re

Average concentration
p
x

over 3 years
100
 e
n

ELV (mg/l )
tio
80
tra
n
ce

60
n
o
C

40
20
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
Type of discharge
DIR
IND
IND
DIR
DIR
IND
DIR
IND
DIR
DIR
DIR
IND
IND
DIR
DIR
IND
IND
DIR
DIR
DIR
IND
IND
IND
DIR
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
Type of monitoring
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
30,000
y
a
/d

25,000
 g
 in
d

20,000
sse
re
p

15,000
x
 e

Max. load over 3
d
a

years (g/day)
10,000
ss lo
a

5,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
42

TOTAL P  - Emissions to water (zoom 0-20 mg/l)
20
18
/l
g

16
 m
 in
d

14
sse
re

Average concentration
12
p
x

over 3 years
 e
n

ELV (mg/l )
10
tio
tra

8
n
ce
n

6
o
C

4
2
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
Type of discharge
DIR
IND
IND
DIR
DIR
IND
DIR
IND
DIR
DIR
DIR
IND
IND
DIR
DIR
IND
IND
DIR
DIR
DIR
IND
IND
IND
DIR
IND
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
Type of monitoring
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
30,000
y
a
/d

25,000
 g
 in
d

20,000
sse
re
p

15,000
x
 e

Max. load over 3
d
a

years (g/day)
10,000
ss lo
a

5,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
9
4
5
0
5
0
3
2
9
2
7
9
9
1
8
3
4
8
1
5
9
5
4
3
2
8
7
5
7
0
8
3
6
0
6
0
9
7
1
2
1
7
3
2
1
5
2
0
1
6
4
1
8
0
5
8
2
2
6
1
1
8
1
3
8
3
0
1
5
6
1
9
1
8
5
0
3
8
9
0
9
1
1
7
8
0
7
2
9
1
4
6
3
0
9
2
7
4
0
3
2
3
3
3
3
5
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
1
0
0
1
1
1
0
1
E
Z
E
E
Z
E
E
S
E
T0
T1
T0
E
T1
Z
T0
E
T1
T0
K
T0
R
R
R
R
E
B
IT0
IT0
DE
C
IT0
B
B
IT0
C
DE
IT0
DE
B
B
E
IT0
B
P
P
IT0
IT0
A
DE
IT0
IT0
B
IT0
P
C
IT0
IT0
A
IT0
S
IT0
P
DE
IT0
DE
A
IT0
U
IT0
DE
A
F
DE
DE
F
F
F
DE
S
43

TOTAL P - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.14
Monthly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
sludge process, Nitrification/denitrification
Flow proportional composite sample
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.219
0.23
0.239
20 No technique used
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
Equalisation, Neutralisation, Grit separators, Screening, 
ALPHA St. Mth. For the Examination of water snd 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.1
0.13
0.4
10
No information
4 times per year
Coagulation and flocculation, Sedimentation
wastewater ed 23 rd 2017, 4500-P B + 4500 P E
sample - 3 h medium composite sample
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0.13
0.47
1
24-hour flow proportional composite sample
Monthly
DIN EN ISO 6878 (D11):2004-2005-2006
Sedimentation, Activated sludge process
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
0.08
0.21
0.65
2.5 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
Requested by Italian Law,and other  analyses introduced  
IT065_w {1}
IND
No information
mg/l
0.75
0.78
0.8
Other
No information
Twice per year
ISO 6878:2004
during 2018 to follow the ZDHC Waste Water Guide lines
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
0.2
0.57
0.91
4
24-hour flow proportional composite sample
Yearly
WAC/III/B011 of WAC/III/B010- WAC/III/B002
finishing
Nitrification/denitrification, Other
BE013_w {1}
IND
Mercerising
mg/l
0.3
0.60
1
Distillation/rectification, Equalisation, Neutralisation
Flow proportional composite sample
Yearly
MEIN039
sample 22.10.2015-23.10.2015
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IRSA 4110-A2:2003, IRSA 4110-A2:2003, IRSA 3010 
IT082_w {1}
DIR
mg/l
0.198
0.53
1
10
Not applicable
Yearly
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
+3020*
etc.), Other
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
1.20
2
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
0.35
0.81
1.4
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
IT087_w {1}
IND
mg/l
0.62
1.01
1.4
30 Equalisation
Not applicable, Grab/spot sample, Not applicable
Other
No information
Monitoring frequency: spot
Other
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1}
IND
mg/l
0.47
1.07
1.66
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Less than 12/year flow proportionate sampling, >12/year 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0
0.56
1.67
2 Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/C/010
are grab sample results. Value 0 means results beneath 
Other
Sand filtration, Chemical reduction, Microfiltration, 
detection limit of analyses
Reverse osmosis
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
BE011_w {1}
DIR
Dyeing 
mg/l
0.33
0.77
1.7
2
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
2.09
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.66
1.20
2.1
15 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.18
1.24
2.2
2
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Nitrification/denitrification
Wool Fulling - Functional finishing - Dyeing  - Thermal 
Equalisation, Neutralisation, Sedimentation, Sand 
POQ 15 Edição 10, W-PTOT-SPC, PNT-MA/FQ2-09(2017-
PT098_w {1}
DIR
mg/l
0.15
1.05
2.4
10
No information
Yearly
 - MESU.1 - 0,601 mg/l - < LD
treatment
filtration, Activated sludge process, Other
03-20)
Desizing - Dyeing  - Fabric production - Wool Fulling - 
Equalisation, Neutralisation, Activated sludge process, 
PT111_w {1}
DIR
Functional finishing - Shrink-proof finishing - Dry cleaning - mg/l
0.33
1.20
2.4
10
No information
4 times per year
SMEWW 4500 P
Sedimentation, Sand filtration, Other
Thermal treatment
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
mg/l
2.1
2.27
2.4
Equalisation
Not applicable
Other
No information
the off-site treatment plant
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.68
1.64
2.59
20 Other
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
Dry cleaning
AT005_w {1}
IND
No information
mg/l
0.37
1.17
2.6
2 Neutralisation
No information
Twice per year
DIN EN ISO 11885DIN EN ISO 11885
under mesurement 1,.. you find the measured values 
from the authority surveillance  - under mesurement 1,.. 
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
0.76
1.33
2.8
2 Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
you find the measured values from the authority 
surveillance  - under mesurement 1,.. you find the 
measured values from the authority surveillance 
APAT CNR IRSA 3010 Man 29 2003+APAT CNR IRSA 3020 
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
1.6
2.23
2.85
10 Other
Not applicable
Twice per year
Man 29 2003
Equalisation, Neutralisation, Activated sludge process, 
IRSA 3010+3020:2003, EPA 3005A 1992 + EPA 6010D 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.3
1.24
2.9
10 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
2014, EPA 3005A 1992 + EPA 6010D 2014
sampling period - Value refered to sampling period
osmosis
BE008_w {1}
IND
Printing - Dyeing 
mg/l
1.6
2.09
3.1
6 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/III/B011 of WAC/III/B010- WAC/III/B002
Monitoring frequency: once every 4 monthsValue refered 
to sampling periodMeasurement 2 is inferior to detection 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 3020 Man 29 2003, IRSA 4110/A2, IRSA 
limit: <0,1 - Monitoring frequency: once every 4 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.1
1.99
3.32
10
Not applicable
Other
Nitrification/denitrification, Sedimentation
4110/A2
monthsValue refered to sampling period - Monitoring 
frequency: once every 4 monthsValue refered to 
sampling period
Environmetal Permit - Environmetal Permit - 
PT115_w {1}
IND
No information
mg/l
2.2
3.80
4.7
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
SMEWW 4500 P
Environmetal Permit
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
1.95
3.29
4.93
No information
No information
Yearly
No information
Other
IT070_w {1}
IND
No information
mg/l
0.03
2.26
5.7
20 No information
Not applicable
Twice per year
APAT-IRSA CNR 29-2003 4110
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.03
1.13
5.7
20 No information
Not applicable
Twice per year
apat irsa cnr 29/2003 4110
Yearly - Yearly - Yearly
AT003_w {1}
IND
Mercerising - Dyeing  - Desizing - Bleaching
mg/l
3.1
4.39
6.7
10 Other
Other
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
Equalisation, Flotation, Coagulation and flocculation, 
Value refered to sampling period - Value refered to 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.38
2.81
6.85
10 Activated sludge process, Nitrification/denitrification, 
Not applicable
Weekly 
EPA 3005A 1992 + EPA 6010D 2014; IRSA 4110/A2
sampling period - Value refered to sampling period
Sedimentation, Membrane bioreactor
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
1.4
3.80
6.9
3808.8
6 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quartely
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 4110/A2 Man 29 2003, APAT CNR IRSA 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
2.3
4.67
7
10
No information
Yearly
Nitrification/denitrification, Sedimentation, Other
4110/A2 Man 29 2003, APAT CNR IRSA 3020 Man 29 2003 sampling period - Value refered to sampling period
Equalisation, Grit separators, Screening, Coagulation and 
PT110_w {1}
DIR
Dyeing 
mg/l
1.1
4.50
7.1
10 flocculation, Sedimentation, Activated sludge process, 
No information
Monthly
No information
Other
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
3.8
5.37
8
Equalisation, Neutralisation
24-hour flow proportional composite sample
Yearly
DIN
finishing
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.1
1.70
8
10
Not applicable
Monthly
APAT CNR IRSA 3020 Man 29 2003
Nitrification/denitrification, Sedimentation
sampling period - Value refered to sampling period
DE031_w {1}
IND
Dyeing 
mg/l
0.47
3.87
9.32
No information
No information
Other
DIN EN ISO 6878
3 tests/year - 3 tests/year - 3 tests/year
1
44

TOTAL P - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
AT002_w {1}
IND
No information
mg/l
3.9
5.91
10
No information
No information
No information
DIN EN ISO 11885
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
2.5
5.60
11
20 No information
Other
No information
INTERNAL MHETOD
treatment - Other
AVERAGE PERIOD 3 HOURS
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
UK127_w {1} IND
mg/l
5.71
8.46
11.2
Neutralisation
24-hour flow proportional composite sample
No information
No information
Printing
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
3.1
8.15
13.7
20 No technique used
Other
Twice per year
Metodo interno n°33
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
2.2
6.56
16
Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
No unit reported
3.2
5.40
17
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
AT001_w {1}
IND
No information
mg/l
2.4
8.98
17
20 No information
24-hour flow proportional composite sample
4 times per year
DIN EN ISO 11885DIN EN ISO 11885
5; one additional control measurement local authority
FR135_w {1}
IND
Washing synthetic fibre
mg/l
7.5
11.76
17.6
3660.8
10 Grit separators
24-hour flow proportional composite sample
Monthly
No information
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1}
IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.31
6.51
20
15 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
5.4
11.14
25
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
mg/l
6.4
12.12
26
10 Other
24-hour flow proportional composite sample
Monthly
NF EN ISO 11885
treatment
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
5
20.17
45
160 Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
Washing synthetic fibre - Desizing - Mercerising - 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
14
28.50
46
10
No information
4 times per year
No information
Bleaching - Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
3.3
7.68
60
Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
Limit on yearly basis: 6 kg/dayriktvärde: 8 mg/l three 
SE118_w {1}
IND
mg/l
3.7
14.30
77
27104
8 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
proof finishing - Coating and laminating - Thermal 
months average
treatment
2
45

NH4-N  - Emissions to water
30
/l
g

25
 m
 in
d

20
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
15
tio
tra
n
ce

10
n
o
C

5
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Freq
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
8,000
y
a

7,000
/d
 g

6,000
 in
d

5,000
sse
re
p

4,000
x
 e

Max. load over 3
d
3,000
a
years (g/day)
2,000
ss lo
a

1,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
46

NH4-N  - Emissions to water (zoom 0-3 mg/l)
3.0
/l
g

2.5
 m
 in
d

2.0
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
1.5
tio
tra
n
ce

1.0
n
o
C

0.5
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Freq
Per
Freq
Per
Per
Per
Per
Per
Per
Freq
8,000
y
a

7,000
/d
 g

6,000
 in
d

5,000
sse
re
p

4,000
x
 e

Max. load over 3
d
3,000
a
years (g/day)
2,000
ss lo
a

1,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {2
 {4
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
6
0
2
4
4
9
2
4
4
7
5
2
7
0
9
9
1
8
2
2
1
3
3
1
9
2
9
6
2
0
0
1
1
0
0
0
0
0
0
0
IT0
E
K
K
Z
E
Z
E
B
IT0
U
U
C
DE
DE
B
IT0
DE
IT0
IT0
C
B
47

NH4-N - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
0.1
0.10
0.1
100 Other
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
Dry cleaning
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
0.1
0.10
0.1
15
No information
Yearly
APAT CNR IRSA 3030 Man 29 2003
Nitrification/denitrification, Sedimentation, Other
sampling period - Value refered to sampling period
Equalisation, Neutralisation, Screening, Coagulation and 
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
flocculation, Sedimentation, Sand filtration, Adsorption 
PT114_w {1}
IND
mg/l
0.04
0.09
0.19
100
No information
Yearly
No information
Scouring - Bleaching -  - Thermal treatment - Dry cleaning
(e.g. powdered/granular activated carbon, lignite coke, 
etc.)
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
0.06
0.15
0.25
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Equalisation, Neutralisation, Activated sludge process, 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0.17
0.33
15
Not applicable
4 times per year
IRSA 4030-A1:2003
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
etc.), Other
UK124_w {2} DIR
No information
mg/l
0.5
0.50
0.5
No information
No information
Monthly
nutrients - determined colourimetrically by autoanalyser Each of the values reported as <0.5
All values reported as <0.5 - All values reported as <0.5 - 
UK124_w {4} DIR
No information
mg/l
0.5
0.50
0.5
No information
No information
Yearly
nutrients - determined colourimetrically by autoanalyser All values reported as <0.5
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
0.60
2
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
0.2
0.50
0.9
100 Other
Other
No information
APAT CNR IRSA 4030 MAN 29 2003
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Wool Fulling - Functional finishing - Thermal 
IT079_w {1}
IND
mg/l
0.1
0.58
1.4
100 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
treatment - Other
to 3 hours sampled waste water. Data related to 2015.
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.1
0.60
1.5
100 Other
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
0.19
0.96
1.9
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Twice per year
No information
Printing
Nitrification/denitrification, Activated sludge process
IT094_w {1}
IND
No information
mg/l
0.27
0.91
2
Other
No information
Twice per year
APAT IRSA 5030 Volume 2:2003
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
mg/l
0.2
0.70
2.2
939.4
Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
 - qualified sample - 
IT070_w {1}
IND
No information
mg/l
0.06
1.81
3.1
100 No information
Not applicable
Twice per year
APAT-IRSA CNR 29-2003 4030
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
0.8
1.88
3.3
100 No information
Other
No information
APAT CNR IRSA 4030 MAN 29 2003
treatment - Other
AVERAGE PERIOD 3 HOURS
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
0.39
1.59
3.7
Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
DE045_w {1}
IND
Washing synthetic fibre - Desizing - Desizing
mg/l
3.90
No information
24-hour flow proportional composite sample
Twice per year
No information
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.1
2.05
4
100 No technique used
Not applicable
Twice per year
APAT CNR IRSA 5030 Man 29 2003
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
3.06
3.77
4.51
24-hour flow proportional composite sample
No information
No information
Nitrification/denitrification
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
1.4
2.83
4.8
100 No technique used
Other
Twice per year
ARPAT CNR IRSA 4030 MAN 29 2003
Monitoring frequency: once every 4 monthsValue refered 
to sampling period - Monitoring frequency: once every 4 
monthsValue refered to sampling periodMeasurements 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 3030 Man 29 2003, IRSA 4030/C, IRSA 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.1
1.08
5.2
15
Not applicable
Other
1,2,3 are inferior to detection limit: <0,5 - Monitoring 
Nitrification/denitrification, Sedimentation
4030/C
frequency: once every 4 monthsValue refered to 
sampling periodMeasurements 2,3 are inferior to 
detection limit: <0,5
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
0.5
2.37
5.2
30 Other
Not applicable
Twice per year
APAT CNR IRSA 4030 A2/C Man 29 2003
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
5.8
5.80
5.8
No information
No information
Yearly
No information
of uncertainty is not refered in the reports. 
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
No unit reported
0.5
2.37
5.8
100 No information
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
Thermal treatment
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0.34
2.08
6
5
24-hour flow proportional composite sample
Monthly
DIN EN ISO 11732 (E23)
Sedimentation, Activated sludge process
PT109_w {1}
IND
No information
mg/l
6
6.00
6
100 Oil separation, Neutralisation
No information
Yearly
No information
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.03
1.28
6.5
15 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
EPA 350.1 1993
sampling period - Value refered to sampling period
osmosis
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
mg/l
4.49
5.39
6.76
100 No information
Other
Yearly
No information
finishing
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
0.1
2.92
6.8
100 Other
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours  (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.1
1.62
7
100 Other
Other
No information
APAT CNR IRSA 4030 MAN 29 2003
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
7.13
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Thermal treatment - Scouring - Bleaching - Dyeing  - 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
mg/l
2.2
4.65
9.1
100 Other
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
Other
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
No unit reported
0.1
2.43
9.3
100 No information
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
1
5.92
11
30 Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.06
3.16
12
15
No information
4 times per year
APAT CNR IRSA 4030 A2 Man. 29 2003
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT090_w {1}
IND
mg/l
1.1
3.38
12.7
100 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.1
2.95
13.2
100 No information
Not applicable
Twice per year
apat irsa cnr 29/2003 4030
Yearly - Yearly - Yearly
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.1
3.46
14.6
15
Not applicable
Monthly
APAT CNR IRSA 3030 Man 29 2003
Nitrification/denitrification, Sedimentation
sampling period - Value refered to sampling period
Sedimentation, Nitrification/denitrification, 
CZ020_w {1}
DIR
Dyeing 
mg/l
0.03
1.77
19
10 Neutralisation, Coagulation and flocculation, Activated 
No information
Monthly
specified in extern laboratory
sludge process
ELV is referred to 3 hours sampled waste water - ELV is 
Scouring - Dyeing  - Thermal treatment - Other - 
IT089_w {1}
IND
mg/l
1.6
11.32
23.5
100 Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
referred to 3 hours sampled waste water - ELV is referred 
Bleaching
to 3 hours sampled waste water. Data related to 2015.
1
48

NH4-N - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
0.16
10.59
27.2
6816.4016
Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
No information
Other
Sand filtration, Chemical reduction, Microfiltration, 
Reverse osmosis
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
6.8
12.68
28.5
100 Other
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Flotation, Coagulation and flocculation, 
Value refered to sampling period - Value refered to 
IT076_w {1}
IND
Raw wool scouring
mg/l
1.2
4.70
32.6
200 Activated sludge process, Nitrification/denitrification, 
Not applicable
Weekly 
ARPAT CNR IRSA 4030 MAN 29 2003
sampling period - Value refered to sampling period
Sedimentation, Membrane bioreactor
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
1.1
12.37
33.7
100 Other
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
17
23.83
35
100 No information
Other
Twice per year
APAT CNR IRSA 4030 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
PT110_w {2}
IND
Dyeing 
mg/l
0.15
4.26
38
100 Equalisation, Grit separators, Screening
No information
4 times per year
No information
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.82
10.40
42
14784
Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
proof finishing - Coating and laminating - Thermal 
treatment
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.1
8.88
52
Other
No information
Twice per year
ARPAT CNR IRSA 4030 a2 Man 29 2003
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
32
56.25
82.6
70.9 Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
sampling period - Value refered to sampling period
Monitoring end frequency dependent on the operator of 
Equalisation, Coagulation and flocculation, Activated 
the off-site treatment plant - Monitoring end frequency 
IT075_w {1}
IND
Raw wool scouring
mg/l
0.09
23.84
106
80 sludge process, Nitrification/denitrification, 
Not applicable
Other
No information
dependent on the operator of the off-site treatment plant 
Sedimentation
- Monitoring end frequency dependent on the operator of 
the off-site treatment plant
IT085_w {1}
IND
Dyeing 
mg/l
82
91.45
115
Equalisation
Not applicable
Other
EPA 350,1 1993
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.2
925.00
25
12275
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
2
49

HYDROCARBON OIL INDEX  - Emissions to water 
250
/l
g

200
 m
 in
d
sse
re

Average concentration
150
p
x

over 3 years
 e
n

ELV (mg/l )
tio
tra

100
n
ce
n
o
C

50
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
Type of discharge
DIR
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
50

HYDROCARBON OIL INDEX  - Emissions to water (zoom 0-50 mg/l)
50
45
/l
g

40
 m
 in
d

35
sse
re

Average concentration
30
p
x

over 3 years
 e
n

ELV (mg/l )
25
tio
tra

20
n
ce
n

15
o
C

10
5
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
Type of discharge
DIR
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Freq
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {2
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
2
8
7
5
8
9
3
9
4
3
4
5
2
4
8
5
4
6
0
1
1
8
4
9
1
8
4
9
4
1
5
2
9
9
5
0
1
0
9
6
5
0
1
1
6
0
1
8
0
0
0
7
7
9
7
6
5
7
6
7
6
7
0
3
0
0
0
1
S
E
T1
T1
T0
T1
T1
T1
T0
T1
T0
T0
T0
T0
R
DE
IT0
IT0
E
B
P
P
P
IT0
IT0
P
P
P
IT0
A
P
IT0
A
A
A
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
A
F
51

HYDROCARBON OIL INDEX - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
measured by regulating authority as required - measured 
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1} DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0
0
2
24-hour flow proportional composite sample
Other
DO-H53-1
by regulating authority as required - measured by 
Sedimentation, Activated sludge process
regulating authority as required
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue measured inferior to 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.03
0.03
0.03
Not applicable
Other
UNI EN ISO 9377-2:2002
Nitrification/denitrification, Sedimentation
detection limit: < 0,030mg/l
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotMeasurement 1 is inferior to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.03
0.03
0.03
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
UNI EN ISO 9377-2:2002
detection limit: <0,030 mg/l
osmosis
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.32
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0.93
Monthly
No information
sludge process, Nitrification/denitrification
Flow proportional composite sample
PT115_w {1}
IND
No information
mg/l
0.04
1.41
2.48
50 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
PA 69
SIDVA - < LQ; LD= 0,04SIDVA - SIDVA
Non-infrared spectrometry after extraction with suitable  annual measurement - annual measurement - annual 
PT108_w {1}
IND
Fabric production - Fabric production
mg/l
0.3
2.58
4
50 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Yearly
solvents; Gravimetry after extraction with suitable 
measurement
solvents
below level of quantification - below level of 
PT099_w {1}
IND
Dyeing  - Printing - Functional finishing
mg/l
1
1.64
5.7
15 Screening, Oil separation, Other
No information
4 times per year
Standard Methods 5520F, 23rd Ed./FT-IR
quantification - below level of quantification
Dyeing  - Fabric production - Dry cleaning - Printing - 
IT063_w {1}
IND
mg/l
0.5
1.69
5.7
Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Scouring - Mercerising - Bleaching - Dyeing  - Singeing - 
IT059_w {1}
IND
mg/l
3.2
4.37
6
200 Other
Not applicable
Twice per year
APAT CNR IRSA 5160 A1/A2 Man 29 2003
Dry cleaning
total hydrocarbons without oil - total hydrocarbons 
PT104_w {1}
IND
Dyeing  - Bleaching
mg/l
0.23
2.51
7
No information
24-hour flow proportional composite sample
Yearly
compound sampling
without oil - total hydrocarbons without oil
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
mg/l
2
3.67
7
50 No information
Other
Yearly
No information
 - detection limit: 2 mg/L - detection limit: 2 mg/L
finishing
PT114_w {2}
IND
No information
mg/l
5
5.67
7
50 No information
No information
Yearly
No information
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
2.5
5.53
9.4
Other
No information
Twice per year
UNI EN ISO 9377-2:2002
Requested by Italian Law,and other  analyses introduced  
during 2018 to follow the ZDHC Waste Water Guide lines
ELV: sum of hydrocarbons - ELV: sum of hydrocarbons - 
AT002_w {1}
IND
No information
mg/l
0
1.56
9.8
20 No information
No information
Twice per year
ÖNORM EN ISO 9377-2
ELV: sum of hydrocarbons
Equalisation, Neutralisation, Screening, Coagulation and 
Mercerising - Dyeing  - Washing synthetic fibre - Desizing - 
flocculation, Sedimentation, Sand filtration, Adsorption 
PT114_w {1}
IND
mg/l
5
6.67
10
50
No information
Yearly
No information
Scouring - Bleaching -  - Thermal treatment - Dry cleaning
(e.g. powdered/granular activated carbon, lignite coke, 
etc.)
IT088_w {1}
IND
Dyeing  - Bleaching
mg/l
0.1
6.02
10
200 No information
Not applicable
Twice per year
UNI EN ISO 9377-2:2002
Yearly - Yearly - Yearly
AT005_w {1}
IND
No information
mg/l
1
3.13
10
10 Neutralisation
No information
Monthly
ÖNORM EN ISO 9377-2
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1} IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
No unit reported
0.05
2.85
18
20 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
sum of hydrocarbons - sum of hydrocarbons - 1st 
AT004_w {1}
IND
Washing synthetic fibre
mg/l
0.05
11.08
18
15 No information
No information
Twice per year
DIN 38409-18:1981 EN ISO 9377-2:2000 (MH)
measurement: sum of hydrocarbons
measurement and ELV: sum of hydrocarbons - 
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0.05
11.12
20.3
15 Flotation
No information
Yearly
EN ISO 9377-2:2000
measurement and ELV: sum of hydrocarbons - ELV: sum 
of hydrocarbons
IT070_w {1}
IND
No information
mg/l
0.1
8.72
22.2
200 No information
Not applicable
Twice per year
UNI EN ISO 9377-2:2002
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
13.1
16.92
25.5
200 Other
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Scouring - Dyeing  - Functional finishing - Thermal 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT091_w {1}
IND
mg/l
3.7
13.43
25.8
200 No information
Other
No information
APAT CNR IRSA 5160 MAN 29 2003
treatment - Other
AVERAGE PERIOD 3 HOURS
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
6.6
13.47
28.7
200 Other
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
7.6
15.35
29.3
200 Other
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
IT059_w {2}
IND
Thermal treatment - Functional finishing
mg/l
0.6
8.93
30
200 No technique used
Not applicable
Twice per year
APAT CNR IRSA 5160 A1/A2 Man 29 2003
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
3.9
13.62
30.7
200 No information
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
IT068_w {1}
IND
mg/l
4.2
15.73
32.5
200 Other
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours  (data 
Dyeing  - Functional finishing - Other
referring to the year 2015)
Washing synthetic fibre - Scouring - Functional finishing - 
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {1}
IND
mg/l
13.5
32.18
45.5
200 Other
Other
No information
APAT CNR IRSA 5160 MAN 29 2003
Dry cleaning - Other
AVERAGE PERIOD 3 HOURS (YEAR 2015)
Averaging period for ELV: 3 hours - Averaging period for 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
11.4
29.47
66
200 Other
Other
Twice per year
APAT CNR IRSA 5160 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
referring to the year 2015)
AVERAGE PERIOD 3 HOURS - AVERAGE PERIOD 3 HOURS - 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
1.9
21.93
73.5
200 Other
Other
No information
APAT CNR IRSA 5160 MAN 29 2003
AVERAGE PERIOD 3 HOURS (YEAR 2015)
AT001_w {1}
IND
No information
mg/l
8
30.86
100
20 No information
24-hour flow proportional composite sample
4 times per year
ÖNORM EN ISO 9377-2
5; one additional control measurement local authority
FR135_w {1}
IND
Washing synthetic fibre
mg/l
0.3
51.37
147.5
5 Grit separators
24-hour flow proportional composite sample
4 times per year
No information
1
52

TOC  - Emissions to water 
50
45
/l
g

40
 m
 in
d

35
sse
re

Average concentration
30
p
x

over 3 years
 e
n

ELV (mg/l )
25
tio
tra

20
n
ce
n

15
o
C

10
5
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
2
7
0
2
7
4
5
9
9
9
1
3
0
1
2
0
0
0
0
0
0
0
IT0
IT0
E
E
E
E
B
DE
B
B
DE
B
Type of discharge
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Freq
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
2
7
0
2
7
4
5
9
9
9
1
3
0
1
2
0
0
0
0
0
0
0
IT0
IT0
E
E
E
E
B
DE
B
B
DE
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
2
7
0
2
7
4
5
9
9
9
1
3
0
1
2
0
0
0
0
0
0
0
IT0
IT0
E
E
E
E
B
DE
B
B
DE
B
53

TOC - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
10.4
10.40
10.4
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
UNI EN 1484:1999
Monitoring frequency: spot
osmosis
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
10.5
10.50
10.5
Not applicable
Other
UNI EN 1484:1999
Monitoring frequency: spot
Nitrification/denitrification, Sedimentation
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
10
13.17
19
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
mg/l
12.5
16.82
22
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Other
No information
Occasional - Occasional - Occasional
Printing
Nitrification/denitrification, Activated sludge process
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
No unit reported
9.6
16.53
23
Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
24.36
Monthly
WAC/III/D
sludge process, Nitrification/denitrification
Flow proportional composite sample
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
20
25.80
31
24-hour flow proportional composite sample
No information
No information
Nitrification/denitrification
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1}
DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
22
30.06
42
24-hour flow proportional composite sample
Monthly
DIN EN 1484 (H3)
Sedimentation, Activated sludge process
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
Other, 24-hour flow proportional composite sample, 
BE009_w {1}
DIR
Printing - Coating and laminating
mg/l
15
30.80
44
Flotation, Chemical oxidation (incl. Advanced oxidation), 
No information
WAC/III/D/050
Other
Sand filtration, Chemical reduction, Microfiltration, 
Reverse osmosis
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
51.00
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Environmetal Permit - Environmetal Permit - 
PT115_w {1}
IND
No information
mg/l
64
194.00
269
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
SMEWW 5310 B
Environmetal Permit
BE008_w {1}
IND
Printing - Dyeing 
mg/l
11
166.83
290
Equalisation, Grit separators, Other
24-hour flow proportional composite sample
Other
No information
 - Monitoring 2 yearly measurement IPPC control - 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
61
170.00
300
143520
165 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quarterly
AT002_w {1}
IND
No information
mg/l
52
235.40
410
No information
No information
No information
DIN EN 1484
CZ015_w {1}
IND
Dyeing  - Functional finishing
mg/l
150
256.75
443
Grit separators, Equalisation, Sedimentation
Flow proportional composite sample
4 times per year
No information
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
210
399.00
560
100240
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
DE031_w {1}
IND
Dyeing 
mg/l
24
351.56
870
No information
No information
Other
DIN EN 1484
3 times/year - 3 times/year - 3 times/year
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE042_w {1}
IND
mg/l
410
660.00
870
Neutralisation, Equalisation
24-hour flow proportional composite sample
4 times per year
No information
Functional finishing
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
220
535.00
1000
352000
Sedimentation, Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
proof finishing - Coating and laminating - Thermal 
treatment
Desizing - Bleaching - Bleaching - Dyeing  - Singeing - 
DE049_w {1}
IND
Printing - Coating and laminating - Scouring - Functional 
mg/l
430
823.33
1400
Equalisation, Neutralisation
24-hour flow proportional composite sample
Yearly
DIN
finishing
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1}
IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
730
1211.67
1600
Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
1
54

SULPHIDE  - Emissions to water 
70
/l
60
g
 m
 in
d

50
sse
re

Average concentration
p
x

40
over 3 years
 e
n

ELV (mg/l )
tio
30
tra
n
ce
n
o

20
C
10
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
Type of discharge
DIR
DIR
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
Type of monitoring
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
55

SULPHIDE  - Emissions to water (zoom 0-1.5 mg/l)
1.5
1.4
/l
1.3
g
1.2
 m
 in

1.1
d
1.0
sse
re

Average concentration
0.9
p
x

over 3 years
 e
0.8
n
ELV (mg/l )
0.7
tio
tra

0.6
n
ce

0.5
n
o
C

0.4
0.3
0.2
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
Type of discharge
DIR
DIR
IND
IND
IND
IND
DIR
IND
DIR
IND
IND
IND
IND
DIR
IND
IND
IND
IND
Type of monitoring
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
1.0
y
a
/d
 g

0.8
 in
d
sse

0.6
re
p
x
 e

Max. load over 3
0.4
d
a

years (g/day)
ss lo
0.2
a
M

0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
5
7
6
5
9
4
7
6
2
8
2
5
0
7
5
5
2
0
2
0
0
1
3
2
6
7
9
5
2
0
3
9
6
0
0
7
0
0
0
0
0
0
0
E
T0
T1
S
T1
T0
T1
DE
B
A
P
DE
DE
IT0
IT0
IT0
E
DE
P
DE
IT0
IT0
A
P
IT0
56

SULPHIDE - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Coagulation and flocculation, 
DE025_w {1} DIR
Washing synthetic fibre - Dyeing  - Printing
mg/l
0
0
0
1
24-hour flow proportional composite sample
Monthly
DIN 38405-27:1992-07
Sedimentation, Activated sludge process
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, 
BE007_w {1}
DIR
Dyeing 
mg/l
0
Monthly
No information
sludge process, Nitrification/denitrification
Flow proportional composite sample
AT006_w {1}
IND
Bleaching - Dyeing 
mg/l
0
0
0
1 Flotation
No information
Yearly
ÖNORM M 6615:1994
< LQ; LD= 0,02SIDVA - < LQ; LD= 0,02SIDVA - < LQ; LD= 
PT115_w {1}
IND
No information
mg/l
0.02
0.02
0.02
2 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
Yearly
PA 17
0,02SIDVA
Mercerising - Dyeing  - Washing synthetic fibre - 
DE039_w {1} IND
mg/l
0.03
0.04
0.04
Equalisation, Neutralisation
Flow proportional composite sample
Twice per year
No information
Bleaching - Desizing
DE024_w {1} IND
Desizing - Dyeing  - Scouring - Singeing
mg/l
0.1
0.10
0.1
1 Equalisation
Grab/spot sample
4 times per year
No information
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.1
0.10
0.1
1
Not applicable
Other
LCK 653
Nitrification/denitrification, Sedimentation
period
Equalisation, Flotation, Coagulation and flocculation, 
Monitoring frequency: spotValue refered to sampling 
IT076_w {1}
IND
Raw wool scouring
mg/l
0.1
0.10
0.1
1 Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
LCK 652
period
Sedimentation, Membrane bioreactor
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotMeasurement 1 is inferior to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.1
0.10
0.1
1 Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 4160 Man 29 2003
limit value: <0,1 mg/lValue refered to sampling period
osmosis
Mercerising - Bleaching - Dyeing  - Desizing - Fabric 
ES058_w {1}
IND
mg/l
0.14
No information
No information
4 times per year
No information
production - Printing - Thermal treatment
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1} IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.006
0.03
0.34
1 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
The installation only started operating in 2017.The value 
PT105_w {1}
IND
Dyeing  - Bleaching
mg/l
0.4
0.40
0.4
No information
No information
Yearly
No information
of uncertainty is not refered in the reports. 
Washing synthetic fibre - Desizing - Mercerising - 
DE030_w {1} IND
Bleaching - Singeing - Dyeing  - Functional finishing - 
mg/l
0.04
0.18
0.58
1 Equalisation, Neutralisation, Screening
24-hour flow proportional composite sample
4 times per year
DIN
Thermal treatment
Molecular Absorption Spectrometry (EAM) - Methylene 
annual measurement - annual measurement - annual 
PT108_w {1}
IND
Fabric production - Fabric production
No unit reported
0.05
0.36
0.97
2 Neutralisation, Sand filtration, Sand filtration
24-hour flow proportional composite sample
Yearly
Blue
measurement
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotMeasurement 1 is inferior to 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
1
1.00
1
Not applicable
Other
APAT CNR IRSA 4160 Man 29 2003
Nitrification/denitrification, Sedimentation
detection limit: <1
We do not use Sulphur dyes; This Analysis has been 
IT065_w {1}
IND
No information
mg/l
0.6
2.00
3.4
Other
No information
Twice per year
ISO 10530:1992
introduced  during 2018 to follow the ZDHC Waste Water 
Guide lines
AT005_w {1}
IND
No information
mg/l
0.2
1.48
3.4
10 Neutralisation
No information
Twice per year
No information
For the third monitoring the value is below level of 
PT102_w {1}
IND
Scouring - Dyeing  - Bleaching
mg/l
1
4.52
17
2 Other
24-hour flow proportional composite sample
Twice per year
SMEWW 4500 S2-F
quantificationFor the last two monitoring the value is 
below level of quantification
IT070_w {1}
IND
No information
mg/l
0.02
4.05
23.2
60 No information
Not applicable
Twice per year
 ISO 10530-1992
1
57

ANTIMONY  - Emissions to water 
1.2
/l
g

1.0
 m
 in
d

0.8
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
0.6
tio
tra
n
ce

0.4
n
o
C

0.2
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
Type of discharge
DIR
DIR
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
DIR
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Freq
600
y
a
/d

500
 g
 in
d

400
sse
re
p

300
x
 e

Max. load over 3
d
a

years (g/day)
200
ss lo
a

100
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
58

ANTIMONY  - Emissions to water (zoom 0-0.08 mg/l) 
0.08
0.07
/l
g
 m

0.06
 in
d
sse

0.05
re
Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
0.04
tio
tra
n

0.03
ce
n
o
C

0.02
0.01
0.00
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
Type of discharge
DIR
DIR
IND
IND
IND
DIR
IND
IND
DIR
IND
IND
DIR
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Freq
600
y
a
/d

500
 g
 in
d

400
sse
re
p

300
x
 e

Max. load over 3
d
a

years (g/day)
200
ss lo
a

100
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
7
2
8
1
5
0
8
4
4
9
1
7
2
0
6
9
0
3
6
1
1
8
1
1
5
9
2
2
0
0
0
1
0
1
0
0
1
IT0
IT0
E
E
E
E
E
E
B
DE
IT0
B
S
IT0
B
S
DE
IT0
DE
S
59

ANTIMONY - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency: spotValue refered to sampling 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.0005
0.0005
0.0005
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
Nitrification/denitrification, Sedimentation
period
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.0005
0.0005
0.0005
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
Monitoring frequency: spot
osmosis
BE008_w {1}
IND
Printing - Dyeing 
mg/l
0.0033
0.0033
0.0033
1 Equalisation, Grit separators, Other
24-hour flow proportional composite sample
No information
WAC/II/B
Inspection, 0,0033 mg/l 
DE031_w {1}
IND
Dyeing 
mg/l
0
0.01
0.014
No information
No information
Yearly
U.S. EPA 3015A +U.S. EPA 6020A
Detection limit: 1 µg/L; result was lower as detection limit
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, 
 - 1 measurement < 0,03 mg/l (DL) - 4 measurments < 
BE011_w {1}
DIR
Dyeing 
No unit reported
0.01
0.01
0.02
0.2
24-hour flow proportional composite sample
No information
WAC/III/B
Sand filtration, Nanofiltration, Chemical oxidation (incl. 
0,03 mg/l (result with matrix interference)
Advanced oxidation)
  analyses introduced  during 2018 to follow the ZDHC 
IT065_w {1}
IND
No information
mg/l
0.00974
0.02
0.0275
Other
No information
Twice per year
EPA 6020B   :2014  EPA 200,8 rev.5,4
Waste Water Guide lines
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
mg/l
0.0202
0.02
0.031
1
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Washing synthetic fibre - Scouring - Scouring - Bleaching - 
Dyeing  - Singeing - Printing - Functional finishing - Shrink-
SE118_w {1}
IND
mg/l
0.062
0.08
0.11
38.72
0.1 Sedimentation, Neutralisation
24-hour flow proportional composite sample
Monthly
No information
Three months average
proof finishing - Coating and laminating - Thermal 
treatment
Equalisation, Neutralisation, Grit separators, Screening, 
3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
mg/l
0.001
0.03
0.12
No information
4 times per year
EPA 6020 B 2014
Coagulation and flocculation, Sedimentation
sample - 3 h medium composite sample
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
mg/l
0.033
0.06
0.158
1
24-hour flow proportional composite sample
No information
WAC/III/B
Nitrification/denitrification
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
0.138
0.20
0.354
50.976
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
Washing synthetic fibre - Scouring - Bleaching - Dyeing  - 
DE051_w {1}
IND
mg/l
0.03
0.15
0.44
Neutralisation, Coagulation and flocculation, Equalisation No information
Monthly
No information
Functional finishing
Monitoring frequency: spotMeasurement 1 is inferior to 
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.01
0.26
0.5
Not applicable
Other
APAT CNR IRSA 3020 Man 29 2003
detection limit: <0,5 mg/lMeasurement 2 is inferior to 
Nitrification/denitrification, Sedimentation
detection limit: <0,01 mg/l
Raw wool scouring - Washing synthetic fibre - Desizing - 
DE022_w {1}
IND
Scouring - Bleaching - Dyeing  - Thermal treatment - 
mg/l
0.16
0.36
0.7
0.5 Neutralisation, Oil separation, Evaporation
Other
Monthly
DIN
Functional finishing - Coating and laminating
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
mg/l
0.48
0.77
1.1
540.1
0.4 Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Continuous
No information
Quartely
1
60

TOTAL DISSOLVED SOLIDS  - Emissions to water 
3,500
/l
3,000
g
 m
 in
d

2,500
sse
re

Average concentration
p
x

2,000
over 3 years
 e
n

ELV (mg/l )
tio
1,500
tra
n
ce
n
o

1,000
C
500
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
Type of discharge
IND
IND
IND
DIR
DIR
DIR
IND
IND
Type of monitoring
Per
Freq
Per
Per
Per
Freq
Per
Per
8,000
y
a

7,000
/d
 g

6,000
 in
d

5,000
sse
re
p

4,000
x
 e

Max. load over 3
d
3,000
a
years (g/day)
2,000
ss lo
a

1,000
M
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
61

TOTAL DISSOLVED SOLIDS  - Emissions to water (zoom 0-500 mg/l) 
500
450
/l
g

400
 m
 in
d

350
sse
re

Average concentration
300
p
x

over 3 years
 e
n

ELV (mg/l )
250
tio
tra

200
n
ce
n

150
o
C

100
50
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
Type of discharge
IND
IND
IND
DIR
DIR
DIR
IND
IND
Type of monitoring
Per
Freq
Per
Per
Per
Freq
Per
Per
8,000
y
a

7,000
/d
 g

6,000
 in
d

5,000
sse
re
p

4,000
x
 e

Max. load over 3
d
3,000
a
years (g/day)
2,000
ss lo
a

1,000
M
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
3
9
6
2
7
9
8
7
8
1
3
9
9
1
1
1
1
1
0
0
0
IT0
E
Z
Z
Z
S
R
F
IT0
IT0
C
C
C
62

TOTAL DISSOLVED SOLIDS - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
Max. load over 3 
discharge
Associated processes
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
years (g/day)
DIR = Direct
values
over 3 years
over 3 years
over 3 years
IT083_w {1}
IND
Scouring - Dyeing  - Functional finishing
mg/l
0.1
0.30
0.8
Other
Not applicable
Twice per year
APAT CNR IRSA 2090 MAN 29 2003 
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
mg/l
13
26.00
42
7518
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
Desizing - Scouring - Bleaching - Mercerising - Dyeing  - 
FR136_w {1}
IND
mg/l
83
190.53
243
Grit separators, Neutralisation
No information
No information
No information
Singeing - Fabric production - Functional finishing
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
360
360.00
360
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 2090 A Man 29 2003
Monitoring frequency: spot
osmosis
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
904
904.00
904
Not applicable
Other
APAT CNR IRSA 2090 Man 29 2003
Monitoring frequency: spot
Nitrification/denitrification, Sedimentation
Bleaching - Dyeing  - Printing - Functional finishing - 
Equalisation, Neutralisation, Anaerobic treatment, 
CZ019_w {1}
DIR
mg/l
1054.00
1800
No information
Monthly
No information
Desizing
Nitrification/denitrification, Activated sludge process
Desizing - Functional finishing - Dyeing  - Fabric 
monitoring 6 per year - monitoring 6 per year - 
CZ018_w {1}
IND
mg/l
120
1481.11
2010
2300 Neutralisation
24-hour flow proportional composite sample
Other
No information
production
monitoring 6 per year
Spinning - Fabric production - Singeing - Functional 
CZ017_w {1}
IND
finishing - Shrink-proof finishing - Thermal treatment - 
mg/l
488
1330.50
2530
3000 No information
No information
Monthly
No information
Other
1
63

APs and APEOs - Emissions to water 
0.35
/l
0.30
g
 m
 in
d

0.25
sse
re

Average concentration
p
x

0.20
over 3 years
 e
n

ELV (mg/l )
tio
0.15
tra
n
ce
n
o

0.10
C
0.05
0.00
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Type of discharge
IND
DIR
DIR
DIR
IND
IND
DIR
DIR
DIR
DIR
IND
IND
IND
IND
DIR
IND
DIR
IND
DIR
IND
DIR
DIR
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
O
l
l
P
O
O
P
O
O
P
P
P
P
O
P
P
P
P
O
P
P
P
P
O
P
O
P
P
P
P
6
5
7
E
o
o
ls
te
A
E
E
O
E
E
N
N
N
N
E
O
N
N
N
E
A
N
N
N
E
N
E
O
N
O
N
1
1
1
P
n
n
é
é
te
o
la
P
P
P
P
P
P
P
P
 C
 C
 C
h
h
la
n
A
A
A
N
N
N
A
A
, N
é
xy
O
O
O
Parameter
P
xy
h
o
E
E
E
lylp
ylp
P
P
P
;N
th
o
n
to
ylp
e
A
A
A
O
o

n
o
E
-n
-n
d
o
n
1
-n
4
o
P
-n
4
4
m
, O
P
O
160
y
a

140
/d
 g

120
 in
d

100
sse
re
p

80
x
 e

Max. load over 3
d
60
a
years (g/day)
40
ss lo
a

20
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
64

APs and APEOs - Emissions to water (zoom 0-0.01 mg/l) 
0.010
/l
g

0.008
 m
 in
d
sse
re

Average concentration
0.006
p
x

over 3 years
 e
n

ELV (mg/l )
tio
tra

0.004
n
ce
n
o
C

0.002
0.000
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Type of discharge
IND
DIR
DIR
DIR
IND
IND
DIR
DIR
DIR
DIR
IND
IND
IND
IND
DIR
IND
DIR
IND
DIR
IND
DIR
DIR
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
O
l
l
P
O
O
P
O
O
P
P
P
P
O
P
P
P
P
O
P
P
P
P
O
P
O
P
P
P
P
6
5
7
E
o
o
ls
te
A
E
E
O
E
E
N
N
N
N
E
O
N
N
N
E
A
N
N
N
E
N
E
O
N
O
N
1
1
1
P
n
n
é
é
te
o
la
P
P
P
P
P
P
P
P
 C
 C
 C
h
h
la
n
A
A
A
N
N
N
A
A
, N
é
xy
O
O
O
Parameter
P
xy
h
o
E
E
E
lylp
ylp
P
P
P
;N
th
o
n
to
ylp
e
A
A
A
O
o

n
o
E
-n
-n
d
o
n
1
-n
4
o
P
-n
4
4
m
, O
P
O
160
y
a

140
/d
 g

120
 in
d

100
sse
re
p

80
x
 e

Max. load over 3
d
60
a
years (g/day)
40
ss lo
a

20
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
65

APs and APEOs - Emissions to water (zoom 0-0.005 mg/l) 
0.005
/l
g

0.004
 m
 in
d
sse
re

Average concentration
0.003
p
x

over 3 years
 e
n

ELV (mg/l )
tio
tra

0.002
n
ce
n
o
C

0.001
0.000
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Type of discharge
IND
DIR
DIR
DIR
IND
IND
DIR
DIR
DIR
DIR
IND
IND
IND
IND
DIR
IND
DIR
IND
DIR
IND
DIR
DIR
IND
DIR
DIR
IND
IND
IND
IND
IND
IND
DIR
DIR
DIR
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
Per
Freq
Per
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
O
l
l
P
O
O
P
O
O
P
P
P
P
O
P
P
P
P
O
P
P
P
P
O
P
O
P
P
P
P
6
5
7
E
o
o
ls
te
A
E
E
O
E
E
N
N
N
N
E
O
N
N
N
E
A
N
N
N
E
N
E
O
N
O
N
1
1
1
P
n
n
é
é
te
o
la
P
P
P
P
P
P
P
P
 C
 C
 C
h
h
la
n
A
A
A
N
N
N
A
A
, N
é
xy
O
O
O
Parameter
P
xy
h
o
E
E
E
lylp
ylp
P
P
P
;N
th
o
n
to
ylp
e
A
A
A
O
o

n
o
E
-n
-n
d
o
n
1
-n
4
o
P
-n
4
4
m
, O
P
O
160
y
a

140
/d
 g

120
 in
d

100
sse
re
p

80
x
 e

Max. load over 3
d
60
a
years (g/day)
40
ss lo
a

20
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
4
4
4
5
5
2
4
1
2
4
1
9
0
7
2
0
2
4
0
1
7
0
4
7
8
9
7
7
4
4
1
1
1
3
3
3
3
6
6
9
1
3
9
6
7
8
9
9
0
1
0
1
2
3
0
2
3
9
7
1
2
2
0
0
1
1
1
0
1
1
1
0
1
0
0
1
1
0
1
1
1
1
1
0
0
0
R
R
R
E
R
T0
E
T0
E
E
R
E
E
R
E
K
K
T0
T0
E
E
E
DE
F
F
F
IT0
IT0
IT0
B
F
IT0
IT0
IT0
IT0
IT0
IT0
A
B
A
B
S
F
B
S
F
IT0
IT0
S
U
U
A
A
B
B
B
66

APs and APEOs - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
OP, OP1EO;NP, 
Detection limit: 1 µg/L; result was lower as detection limit - 
DE031_w {1}
IND
Dyeing 
mg/l
0
0
0
No information
No information
Yearly
ASTM D7065
NPEO
Detection limit: 1 µg/L; result was lower as detection limit - 
Detection limit: 1 µg/L; result was lower as detection limit
Washing synthetic fibre - Desizing - Mercerising - Bleaching 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
4-n-nolylphénol
mg/l
0
0
0
0 0.025
No information
4 times per year
No information
- Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
 - RSDE regulation - RSDE regulation
Washing synthetic fibre - Desizing - Mercerising - Bleaching  4-nonylphénol 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0
0
0
0 0.025
No information
4 times per year
No information
- Dyeing  - Singeing - Functional finishing
diétoxylate
sludge process, Anaerobic treatment
 - RSDE regulation - RSDE regulation
Washing synthetic fibre - Desizing - Mercerising - Bleaching  4-nonylphénols 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
mg/l
0
0
0
0 0.025
No information
4 times per year
No information
- Dyeing  - Singeing - Functional finishing
monoethoxylate
sludge process, Anaerobic treatment
 - RSDE regulation - RSDE regulation
Not detected, LOD 0.01 ;  introduced  during 2018 to 
IT065_w {1}
IND
No information
AP
mg/l
0.00001
0.00001
0.00001
Other
No information
Twice per year
ISO 18857-1 2005
follow the ZDHC Waste Water Guide lines
Not detected, LOD 0.01 ; introduced  during 2018 to follow 
IT065_w {1}
IND
No information
APEO
mg/l
0.00001
0.00001
0.00001
Other
No information
Twice per year
ISO 18857-2:2009
the ZDHC Waste Water Guide lines
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
APEO
mg/l
0.00001
0.00001
0.00001
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
ISO 18857-1:2005
Monitoring frequency: spotMeasurement is inferior to 
osmosis
limit value: <0,01 µg/l
Equalisation, Activated sludge process, 
4-ter octylphenol: 6 measurements < DL (0,10 ug/l), sum 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
OP
mg/l
0.00003
0.00003
0.00003
0.00303 0.00008
24-hour flow proportional composite sample
No information
WAC/IV/A/01-05
Nitrification/denitrification
phenols (limit value)4 n-octylphenol: 5 measurements < DL 
(0,01 ug/l), 1 mesurement 0,03 ug/l
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
RSDE                          detection limit of the lab 0,1µg/L - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
APEO
mg/l
0
0.00002
0.0001
Other
24-hour flow proportional composite sample
4 times per year
ISO 18857-1/-2
RSDE                          detection limit of the lab 0,1µg/L - 
treatment
RSDE                          detection limit of the lab 0,1µg/L
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
NPEO
mg/l
0.0002
0.0002
0.00018
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
ISO 18857-1:2005
osmosis
Monitoring frequency: spot
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT064_w {1}
IND
Scouring
NP
mg/l
0.0002
0.0002
0.0002
Other
Other
Twice per year
UNI EN ISO 18857-2:2012
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
 - Averaging period for monitoring: 3 hours; Parameter 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
NP
mg/l
0.0002
0.0002
0.0002
4.0398
No information
Other
Yearly
UNI EN ISO 18857-2:2012
monitored on indication of the manager of the public 
sewage - 
 - Averaging period of monitoring: 3 hours. Parameter 
IT089_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
NP
mg/l
0.0002
0.0002
0.0002
0.4094
Other
24-hour flow proportional composite sample
Yearly
UNI EN ISO 18857-2:2012
monitored on basis of manager of the public waste water 
plant - 
 - Averaging period of monitoring: 3 hours. Parameter 
IT090_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
NP
mg/l
0.0002
0.0002
0.0002
1.2306
Other
24-hour flow proportional composite sample
Yearly
UNI EN ISO 18857-2:2012
monitored on basis of manager of the public waste water 
plant - 
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
NPEO
mg/l
0.00036
0.0004
0.00036
Not applicable
Other
ISO 18857-1:2005
Nitrification/denitrification, Sedimentation
Monitoring frequency:spot
measurement to calculate loads for EMREG reporting; date 
AT002_w {1}
IND
No information
OP
mg/l
0
0.0002
0.00092
0.6992
No information
No information
No information
DIN EN ISO 18857-1
of sampling: 2015
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
alle measurements < DL - alle measurements < DL - 1 
BE010_w {1}
DIR
NP
mg/l
0.00017
0.0004
0.00113
0.0003
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
measurement < 0,01 ug/l
measurement to calculate loads for EMREG reporting; date 
AT002_w {1}
IND
No information
NP
mg/l
0.0
0.0006
0.0013
0.988
No information
No information
No information
DIN EN ISO 18857-1
of : 2015
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
NP
mg/l
0.00014
0.0006
0.00145
0.143086 0.00008
24-hour flow proportional composite sample
No information
WAC/IV/A/01-05
Nitrification/denitrification
sum phenols (limit value)
One week every two years, See appendix 2One week every 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
NPEO
mg/l
0.002
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Other
No information
two years, See Appendix 1
Washing synthetic fibre - Bleaching - Dyeing  - Printing - 
RSDE                          detection limit of the lab 0,1µg/L - 
FR131_w {1}
DIR
Functional finishing - Coating and laminating - Thermal 
AP
mg/l
0.0
0.0005
0.0023
Other
24-hour flow proportional composite sample
4 times per year
ISO 18857-1/-2
RSDE                          detection limit of the lab 0,1µg/L - 
treatment
RSDE                          detection limit of the lab 0,1µg/L
Equalisation, Neutralisation, Sand filtration, Activated 
Flow proportional composite sample, Not applicable, Flow 
BE007_w {1}
DIR
Dyeing 
NP
mg/l
0.00013
0.0008
0.0036
No information
No information
sludge process, Nitrification/denitrification
proportional composite sample
 - 3 Measuring result < 0,1 ug/l (DL) - 
One week every two years, see Appendix 2One week every 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
NP
mg/l
0.005
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Other
No information
two years, see Appendix 1
Washing synthetic fibre - Desizing - Mercerising - Bleaching 
Equalisation, Neutralisation, Grit separators, Activated 
FR134_w {1}
DIR
NP
mg/l
0.0
0.0014
0.0049
2.4157 0.025
No information
4 times per year
No information
- Dyeing  - Singeing - Functional finishing
sludge process, Anaerobic treatment
Equalisation, Neutralisation, Activated sludge process, 
Monitoring frequency:spotMeasurement is inferior to 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
APEO
mg/l
0.005
0.005
0.005
Not applicable
Other
No information
Nitrification/denitrification, Sedimentation
detection limit: <5 µg/l
Averaging period for monitoring: 3 hours; Parameter 
monitored on indication of the manager of the public 
sewage - Averaging period for monitoring: 3 hours; 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
NP
mg/l
0.0002
0.002
0.0053
Other
Other
Twice per year
UNI EN ISO 18857-2:2012
Parameter monitored on indication of the manager of the 
public sewage - Averaging period for monitoring: 3 hours; 
Parameter monitored on indication of the manager of the 
public sewage
Washing synthetic fibre - Desizing - Functional finishing - 
SE119_w {1}
IND
APEO
mg/l
0.009
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
Appendix 2Appendix 1
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
less than. Whole site APEO free - less than. Whole site 
UK127_w {1}
IND
OP
mg/l
0.001
0.006
0.01
Neutralisation
24-hour flow proportional composite sample
Yearly
No information
Printing
APEO free - 
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
less than. Whole site APEO free - less than. Whole site 
UK127_w {1}
IND
NP
mg/l
0.002
0.011
0.02
Neutralisation
24-hour flow proportional composite sample
Yearly
No information
Printing
APEO free - 
AT004_w {1}
IND
Washing synthetic fibre
OP
mg/l
0
0.006
0.02
0.126
No information
No information
Other
DIN EN ISO 18857-2
Reference year: 2015; once every 6 years
AT004_w {1}
IND
Washing synthetic fibre
NP
mg/l
0
0.007
0.02
2.1
No information
No information
Other
DIN EN ISO 18857-2
Reference year: 2015; once every 6 years
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, Sand 
BE011_w {1}
DIR
Dyeing 
APEO C16
mg/l
0.024
0.024
0.024
10.1832 0.001
24-hour flow proportional composite sample
No information
WAC/IV/A/001-WAC/IV/A/005
filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Permit: Sum APEO2 measurements < DL (3 ug/l)
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, Sand 
BE011_w {1}
DIR
Dyeing 
APEO C15
mg/l
0.1
0.16
0.27
116.532 0.001
24-hour flow proportional composite sample
No information
WAC/IV/A/001-WAC/IV/A/005
filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Permit: Sum APEO
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, Sand 
BE011_w {1}
DIR
Dyeing 
APEO C17
mg/l
0.19
0.23
0.31
133.796 0.001
24-hour flow proportional composite sample
No information
WAC/IV/A/001-WAC/IV/A/005
filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
Permit: Sum APEO
1
67

Brominated and brominated flame retardants - Emissions to water
0.06
/l
g

0.05
 m
 in
d

0.04
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
0.03
tio
tra
n
ce

0.02
n
o
C

0.01
0.00
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
Type of discharge
IND
IND
DIR
IND
DIR
IND
DIR
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
;
;
d
e
D
P
;
s
n
m
DE
DE
DE
DE
DE
;B
DE
P
P
:
;
ce
 a
P
B
B
B
B
B
B
B
C
DE
a
n
d
 fla
ts
DE
n
ts:
B
Parameter
n
B
TS
; TP
M
B
a
ca
n
ca
ca
ca
te
d
a
a
;P
cta
H
B
n
o
sta
a
te
b
rd
P
;O
D;
P
; B
xa
De
De
De
De
e
o
N
in
a
rd
D
ta
E
C
A
 su
m
rin
ta
DE
P
; N
3
re
;TC
B
B
; TB
B
; H
E
1
ro
lo
 re
A
;H
B
D
DE
B
e
;P
B
ch
P
B
m
P
B
DE
; TB
; TB
ta
la
;TE
B
B
P
P
tra
p
F
IS
T;
ca
P
e
TM
Te
H
TR
P
B
De
TC
10
y
a

9
/d
 g

8
 in
d

7
sse
6
re
p

5
x
 e

Max. load over 3
4
d
a

years (g/day)
3
ss lo
2
a
M

1
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
68

Brominated and brominated flame retardants - Emissions to water (zoom 0-0.006 mg/l)
0.006
/l
g

0.005
 m
 in
d

0.004
sse
re

Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
0.003
tio
tra
n
ce

0.002
n
o
C

0.001
0.000
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
Type of discharge
IND
IND
DIR
IND
DIR
IND
DIR
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
;
;
d
e
D
P
;
s
n
m
DE
DE
DE
DE
DE
;B
DE
P
P
:
;
ce
 a
P
B
B
B
B
B
B
B
C
DE
a
n
d
 fla
ts
DE
n
ts:
B
Parameter
n
B
TS
; TP
M
B
a
ca
n
ca
ca
ca
te
d
a
a
;P
cta
H
B
n
o
sta
a
te
b
rd
P
;O
D;
P
; B
xa
De
De
De
De
e
o
N
in
a
rd
D
ta
E
C
A
 su
m
rin
ta
DE
P
; N
3
re
;TC
B
B
; TB
B
; H
E
1
ro
lo
 re
A
;H
B
D
DE
B
e
;P
B
ch
P
B
m
P
B
DE
; TB
; TB
ta
la
;TE
B
B
P
P
tra
p
F
IS
T;
ca
P
e
TM
Te
H
TR
P
B
De
TC
10
y
a

9
/d
 g

8
 in
d

7
sse
6
re
p

5
x
 e

Max. load over 3
4
d
a

years (g/day)
3
ss lo
2
a
M

1
0
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
1
5
1
6
0
6
7
4
3
6
1
2
1
2
9
0
0
0
0
0
0
E
E
T0
DE
IT0
B
DE
B
DE
IT0
A
69

Brominated and brominated flame retardants - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Brominated and 
Detection limit: 1 µg/L; result was lower as detection limit - 
DE031_w {1}
IND
Dyeing 
chlorinated flame  mg/l
0
0
0
No information
No information
Yearly
U.S. EPA 527+ U.S. EPA 8321 B
Detection limit: 1 µg/L; result was lower as detection limit - 
retardants
Detection limit: 1 µg/L; result was lower as detection limit
Flame retardants: 
TRIS;TEPA;TCEP;P
BB;BDBPT;BBP;P
BDE;OctaBDE;De
caBDE;HBCDD;TS
CPP; TCPP; TBB; 
IT065_w {1}
IND
No information
mg/l
0.00001
0.00001
0.00001
Other
No information
Twice per year
No information
TBPH; TPP; TMP; 
TBBPA; BBMP: 
TetraBDE; 
HexaBDE; 
HeptaBDE; 
NonaBDE
Not detected, LOD 0.01 ;  introduced  during 2018 to 
follow the ZDHC Waste Water Guide lines
other (please 
specify in the 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
HpBDe
column 
0.00005
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
No information
No information
"additional 
information")
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, Sand 
BE011_w {1}
DIR
Dyeing 
DecaBDE
mg/l
0.00018
0.0002
0.00018
0.126171 0.001
24-hour flow proportional composite sample
No information
WAC/IV/A/030
filtration, Nanofiltration, Chemical oxidation (incl. 
 - 1 measurement 0,18 - 2 measurements <0,40 and 
Advanced oxidation)
<0,0038
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
NonaBDE
mg/l
0.00032
0.0003
0.00032
0.05248
No information
Other
No information
No information
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
DecaBDE
mg/l
0.00016
0.0004
0.00064
0.09792 0.02
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
< 0,079 ug/l
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
DecaBDE
mg/l
0.0014
0.0014
0.0014
0.2296
No information
Other
No information
No information
Equalisation, Neutralisation, Activated sludge process, 
all the substances analysed are inferior to detection limit: 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
13 substances
mg/l
0.005
0.005
0.005
Not applicable
No information
No information
Nitrification/denitrification, Sedimentation
<5 µg/l
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
DecaBDE
No unit reported
0.005
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
No information
No information
See Appendix 1
AT004_w {1}
IND
Washing synthetic fibre
DecaBDE
mg/l
0.0005
0.017
0.052
8.684
No information
No information
Other
EPA 8270
Reference year: 2015; once every 6 years
1
70

Surfactants - Emissions to water 
350
/l
300
g
 m
 in
d

250
sse
re

Average concentration
p
x

200
over 3 years
 e
n

ELV (mg/l )
tio
150
tra
n
ce
n
o

100
C
50
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Type of discharge
DIR DIR DIR DIR DIR DIR IND DIR DIR IND DIR DIR IND IND DIR DIR IND IND IND IND DIR DIR DIR IND DIR IND DIR IND IND IND IND IND DIR IND IND DIR DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
Type of monitoring
Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Freq Per Per
ts…
ts
B
ts
ts
ts
S
ts…
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ic…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts…
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts…
ts
ts…
ts…
ts…
ts
B
ts
ts
ts
ts…
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
n
n
A
TA
n
n
n
B
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
TA
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
cta
cta
C
cta
cta
cta
C
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
-io
C
n
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
Parameter
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
o
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
 N
d
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
n
ic su
l su
ic su
ic su
ic su
l su
l su
ic su
ic su
l su
ic su
ic su
ic su
l su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
l su
ic su
ic su
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
ta
n
n
n
ta
ta
n
n
ta
n
n
n
ta
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
n
n
n
n
n
ta
n
n
n
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
ta
n
n
io
io
io
io
io
io
io
io
ic a
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
n
-io
n
tio
tio
n
n
tio
n
n
tio
n
-io
tio
tio
tio
n
tio
-io
To
n
tio
To
n
-io
tio
To
To
tio
n
To
n
n
-io
To
tio
To
n
n
n
n
tio
n
n
n
tio
tio
tio
n
tio
n
n
n
tio
tio
tio
n
tio
tio
tio
To
n
tio
n
n
-io
n
To
n
n
-io
-io
To
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
n
-io
-io
-io
-io
-io
-io
To
To
-io
-io
A
n
a
a
a
a
n
a
a
a
a
n
a
n
a
a
n
a
a
a
a
a
a
a
a
a
a
a
a
a
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
o
A
C
C
A
A
C
A
A
C
A
o
C
C
C
A
C
o
io
C
A
o
C
C
A
A
A
o
C
A
A
A
A
C
A
A
A
C
C
C
A
C
A
A
A
C
C
C
A
C
C
C
A
C
A
A
o
A
A
A
o
o
o
o
o
o
o
o
o
o
o
o
o
o
A
o
o
o
o
o
o
o
o
N
N
N
n
A
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
120,000
y
a
/d

100,000
 g
 in
d

80,000
sse
re
p

60,000
x
 e

Max. load over 3
d
a

years (g/day)
40,000
ss lo
a

20,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
71

Surfactants - Emissions to water (zoom 0-50 mg/l)
50
45
/l
g

40
 m
 in
d

35
sse
re

Average concentration
30
p
x

over 3 years
 e
n

ELV (mg/l )
25
tio
tra

20
n
ce
n

15
o
C

10
5
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Type of discharge
DIR DIR DIR DIR DIR DIR IND DIR DIR IND DIR DIR IND IND DIR DIR IND IND IND IND DIR DIR DIR IND DIR IND DIR IND IND IND IND IND DIR IND IND DIR DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
Type of monitoring
Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Freq Per Per
ts…
ts
B
ts
ts
ts
S
ts…
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ic…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts…
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts…
ts
ts…
ts…
ts…
ts
B
ts
ts
ts
ts…
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
n
n
A
TA
n
n
n
B
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
TA
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
cta
cta
C
cta
cta
cta
C
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
-io
C
n
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
Parameter
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
o
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
 N
d
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
n
ic su
l su
ic su
ic su
ic su
l su
l su
ic su
ic su
l su
ic su
ic su
ic su
l su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
l su
ic su
ic su
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
ta
n
n
n
ta
ta
n
n
ta
n
n
n
ta
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
n
n
n
n
n
ta
n
n
n
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
ta
n
n
io
io
io
io
io
io
io
io
ic a
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
n
-io
n
tio
tio
n
n
tio
n
n
tio
n
-io
tio
tio
tio
n
tio
-io
To
n
tio
To
n
-io
tio
To
To
tio
n
To
n
n
-io
To
tio
To
n
n
n
n
tio
n
n
n
tio
tio
tio
n
tio
n
n
n
tio
tio
tio
n
tio
tio
tio
To
n
tio
n
n
-io
n
To
n
n
-io
-io
To
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
n
-io
-io
-io
-io
-io
-io
To
To
-io
-io
A
n
a
a
a
a
n
a
a
a
a
n
a
n
a
a
n
a
a
a
a
a
a
a
a
a
a
a
a
a
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
o
A
C
C
A
A
C
A
A
C
A
o
C
C
C
A
C
o
io
C
A
o
C
C
A
A
A
o
C
A
A
A
A
C
A
A
A
C
C
C
A
C
A
A
A
C
C
C
A
C
C
C
A
C
A
A
o
A
A
A
o
o
o
o
o
o
o
o
o
o
o
o
o
o
A
o
o
o
o
o
o
o
o
N
N
N
n
A
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
120,000
y
a
/d

100,000
 g
 in
d

80,000
sse
re
p

60,000
x
 e

Max. load over 3
d
a

years (g/day)
40,000
ss lo
a

20,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
72

Surfactants - Emissions to water (zoom 0-5 mg/l)
5.0
4.5
/l
g

4.0
 m
 in
d

3.5
sse
re

Average concentration
3.0
p
x

over 3 years
 e
n

ELV (mg/l )
2.5
tio
tra

2.0
n
ce
n

1.5
o
C

1.0
0.5
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Type of discharge
DIR DIR DIR DIR DIR DIR IND DIR DIR IND DIR DIR IND IND DIR DIR IND IND IND IND DIR DIR DIR IND DIR IND DIR IND IND IND IND IND DIR IND IND DIR DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND DIR IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND IND
Type of monitoring
Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Per Freq Per Per Per Per Per Per Per Freq Per Per
ts…
ts
B
ts
ts
ts
S
ts…
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ic…
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts…
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts…
ts
ts…
ts…
ts…
ts
B
ts
ts
ts
ts…
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
ts
ts…
ts
ts
ts
ts
ts
ts
ts
n
n
A
TA
n
n
n
B
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
TA
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
cta
cta
C
cta
cta
cta
C
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
-io
C
n
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
cta
Parameter
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
o
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
rfa
 N
d
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
n
ic su
l su
ic su
ic su
ic su
l su
l su
ic su
ic su
l su
ic su
ic su
ic su
l su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
l su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
ic su
l su
l su
ic su
ic su
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
ta
n
n
n
ta
ta
n
n
ta
n
n
n
ta
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
n
n
n
n
n
n
ta
n
n
n
n
ta
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
ta
ta
n
n
io
io
io
io
io
io
io
io
ic a
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
io
n
-io
n
tio
tio
n
n
tio
n
n
tio
n
-io
tio
tio
tio
n
tio
-io
To
n
tio
To
n
-io
tio
To
To
tio
n
To
n
n
-io
To
tio
To
n
n
n
n
tio
n
n
n
tio
tio
tio
n
tio
n
n
n
tio
tio
tio
n
tio
tio
tio
To
n
tio
n
n
-io
n
To
n
n
-io
-io
To
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
-io
n
-io
-io
-io
-io
-io
-io
To
To
-io
-io
A
n
a
a
a
a
n
a
a
a
a
n
a
n
a
a
n
a
a
a
a
a
a
a
a
a
a
a
a
a
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
o
A
C
C
A
A
C
A
A
C
A
o
C
C
C
A
C
o
io
C
A
o
C
C
A
A
A
o
C
A
A
A
A
C
A
A
A
C
C
C
A
C
A
A
A
C
C
C
A
C
C
C
A
C
A
A
o
A
A
A
o
o
o
o
o
o
o
o
o
o
o
o
o
o
A
o
o
o
o
o
o
o
o
N
N
N
n
A
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
120,000
y
a
/d

100,000
 g
 in
d

80,000
sse
re
p

60,000
x
 e

Max. load over 3
d
a

years (g/day)
40,000
ss lo
a

20,000
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {2
 {2
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {2
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
2
2
6
7
6
2
1
7
9
7
2
4
4
7
2
7
4
1
1
6
7
4
2
6
2
2
1
5
6
1
8
2
4
4
7
7
8
4
7
8
9
0
1
7
9
1
3
7
8
3
7
2
9
7
9
4
9
4
4
5
0
9
1
7
5
1
7
3
7
0
3
3
2
0
2
7
2
5
8
4
8
4
4
1
1
1
1
7
7
4
3
9
0
0
0
5
9
9
8
8
8
9
6
9
8
1
9
6
6
9
9
7
9
9
7
6
7
9
9
9
2
7
9
7
9
6
7
7
7
7
9
7
6
6
6
7
8
7
6
6
9
7
7
8
9
7
7
6
7
9
8
7
8
7
7
8
9
7
6
9
0
6
8
6
7
8
6
8
7
1
6
8
7
8
7
7
6
7
7
6
9
7
6
9
7
7
2
7
6
7
8
7
9
7
8
7
6
0
1
0
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
E
K
E
T1
K
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
B
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
P
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
U
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
73

Surfactants - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Equalisation, Neutralisation, Activated sludge process, 
Anionic 
Limit value MBAS + MBAS + CTAB is 2mg/l  - Limit value 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
surfactants 
mg/l
0
0
0
Not applicable
4 times per year
IRSA 5170:2003*
MBAS + MBAS + CTAB is 2mg/l  - Limit value MBAS + MBAS 
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
(MBAS)
+ CTAB is 2mg/l 
etc.), Other
Equalisation, Neutralisation, Activated sludge process, 
Limit value MBAS + MBAS + CTAB is 2mg/l  - Limit value 
Dyeing  - Singeing - Functional finishing - Thermal 
Non-ionic 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
mg/l
0
0
0
Not applicable
4 times per year
IRSA 5180:2003*
MBAS + MBAS + CTAB is 2mg/l  - Limit value MBAS + MBAS 
treatment - Wool Fulling
surfactants
(e.g. powdered/granular activated carbon, lignite coke, 
+ CTAB is 2mg/l 
etc.), Other
Equalisation, Neutralisation, Activated sludge process, 
Limit value MBAS + MBAS + CTAB is 2mg/l  - Limit value 
Dyeing  - Singeing - Functional finishing - Thermal 
Nitrification/denitrification, Sedimentation, Adsorption 
IT082_w {1}
DIR
CTAB
mg/l
0
0
0
Not applicable
4 times per year
DIN 38409-20:1989*
MBAS + MBAS + CTAB is 2mg/l  - Limit value MBAS + MBAS 
treatment - Wool Fulling
(e.g. powdered/granular activated carbon, lignite coke, 
+ CTAB is 2mg/l 
etc.), Other
Anionic 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 5170 Man 29 2003, APAT CNR IRSA 5170 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
0.1
0.13
0.2
No information
Yearly
surfactants
Nitrification/denitrification, Sedimentation, Other
Man 29 2003, APAT CNR IRSA 5170 Man 29 2003
sampling period - Value refered to sampling period
Cationic 
Equalisation, Neutralisation, Activated sludge process, 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.1
0.15
0.2
Not applicable
Monthly
M008:2005 Rev.0
surfactants
Nitrification/denitrification, Sedimentation
Cationic 
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
0.1
0.17
0.2
No information
Yearly
M008:2005 Rev.0
surfactants
Nitrification/denitrification, Sedimentation, Other
sampling period - Value refered to sampling period
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
CBAS
mg/l
0.2
0.20
0.2
No information
No information
No information
Kit colorimetrico Tensiattivi cationici
treatment - Wool Fulling
Equalisation, Neutralisation, Coagulation and flocculation, 
Anionic 
Activated sludge process, Nitrification/denitrification, Sand 
Permit: Sum anion, non ion and kation2 measurements 
BE011_w {1}
DIR
Dyeing 
surfactants 
mg/l
0.24
0.24
0.24
3
24-hour flow proportional composite sample
No information
WAC/IV/A/22
filtration, Nanofiltration, Chemical oxidation (incl. 
<DL (0,20 mg/l)
(MBAS)
Advanced oxidation)
Monitoring frequency: once every 4 months - Monitoring 
Anionic 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 5170 5170 Man 29 2003, IRSA 5170, IRSA 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.1
0.21
0.3
Not applicable
Other
frequency: once every 4 months - Monitoring frequency: 
surfactants
Nitrification/denitrification, Sedimentation
5170
once every 4 months
Averaging period for ELV: 3 hours - Averaging period for 
Cationic 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.2
0.30
0.5
Other
Other
Twice per year
INTERNAL METHOD
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
surfactants
referring to the year 2015)
Anionic 
Equalisation, Neutralisation, Activated sludge process, 
APAT CNR IRSA 5170 Man 29 2003, APAT CNR IRSA 5170 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.1
0.18
0.5
Not applicable
Monthly
surfactants
Nitrification/denitrification, Sedimentation
Man 29 2003, APAT CNR IRSA 5170 Man 29 2003
Equalisation, Neutralisation, Activated sludge process, 
Anionic 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.07
0.39
0.5
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
EPA 425.1, ISO 16265:2009, ISO 16265:2009
surfactants
sampling period - Value refered to sampling period
osmosis
Cationic 
Concentration under the detection limit of 0,5mg/l - 
IT094_w {1}
IND
No information
surfactants 
mg/l
0.5
0.50
0.5
Other
No information
Twice per year
Internal method, Internal method, Internal method
Concentration under the detection limit of 0,5mg/l - 
(DBAS)
Concentration under the detection limit of 0,5mg/l
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Scouring - Functional finishing - 
Anionic 
IT074_w {1}
IND
mg/l
0.5
0.52
0.6
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
Dry cleaning - Other
surfactants
2015)
Monitoring frequency: once every 4 monthsMeasurement 
Non-ionic 
Equalisation, Neutralisation, Activated sludge process, 
2 is inerior to detection limit: <0,3 - Monitoring frequency: 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.2
0.39
0.62
Not applicable
Other
APAT CNR IRSA 5180 Man 29 2003, IRSA 5180, IRSA 5180
surfactants
Nitrification/denitrification, Sedimentation
once every 4 months - Monitoring frequency: once every 4 
months
Equalisation, Neutralisation, Activated sludge process, 
Cationic 
DIN  38409-20:1989, Bromophenol blue (Dr Lange LCK 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.05
0.22
0.64
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
surfactants
331), Bromophenol blue (Dr Lange LCK 331)
sampling period - Value refered to sampling period
osmosis
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
mg/l
0.20
0.48
0.7
No information
Other
Twice per year
MARCONCINI SRL INTERNAL METHOD 22
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
0.20
0.60
0.9
Other
Other
Twice per year
INTERNAL METHOD
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.50
0.65
0.9
No information
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Scouring - Dyeing  - Functional finishing - Thermal 
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT091_w {1}
IND
mg/l
0.40
0.70
1
No information
Other
Twice per year
INTERNAL METHOD
treatment - Other
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
mg/l
0.40
0.67
1.1
No information
Yearly
APAT CNR IRSA 5180 Man 29 2003
surfactants
Nitrification/denitrification, Sedimentation, Other
sampling period - Value refered to sampling period
Monitoring frequency: once every 4 monthsValue refered 
to sampling period - Monitoring frequency: once every 4 
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
Total surfactants mg/l
0.10
0.59
1.13
2
Not applicable
Other
M008:2005 Rev.0
monthsValue refered to sampling period - Monitoring 
Nitrification/denitrification, Sedimentation
frequency: once every 4 monthsValue refered to sampling 
period
Anionic and Non-
Neutralisation, Coagulation and flocculation, Flotation, 
UK124_w {1}
DIR
No information
mg/l
0.06
0.33
1.2
1471.2 5
Other
Monthly
OPPE / BAC Detergents
ionic surfactants
Other
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
Thermal treatment - Scouring - Bleaching - Dyeing  - Other
mg/l
0.40
0.70
1.2
Other
Other
Twice per year
INTERNAL METHOD
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT096_w {1}
DIR
Dyeing  - Other
Total surfactants mg/l
0.60
0.80
1.2
2
No information
Yearly
M009:2013 Rev.0
Nitrification/denitrification, Sedimentation, Other
sampling period - Value refered to sampling period
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
Thermal treatment - Scouring - Bleaching - Dyeing  - Other
mg/l
0.50
0.80
1.2
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Neutralisation, Activated sludge process, 
Non-ionic 
Specroquant Merck 01787, UNI 10511/1:1996 + A1 2000, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
mg/l
0.02
0.31
1.2
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
surfactants
UNI 10511/1:1996 + A1 2000
sampling period - Value refered to sampling period
osmosis
Averaging period for ELV: 3 hours - Averaging period for 
Cationic 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
0.30
0.68
1.3
Other
Other
Twice per year
INTERNAL METHOD
ELV: 3 hours - Averaging period for ELV: 3 hours; YEAR 
surfactants
2015
Monitoring end frequency dependent on the operator of 
Equalisation, Coagulation and flocculation, Activated 
IT075_w {1}
IND
Raw wool scouring
Total surfactants mg/l
0.50
0.61
1.3
4
Not applicable
Other
No information
the off-site treatment plant - Monitoring end frequency 
sludge process, Nitrification/denitrification, Sedimentation
dependent on the operator of the off-site treatment plant - 
Equalisation, Flotation, Coagulation and flocculation, 
Value refered to sampling period - Value refered to 
IT076_w {1}
IND
Raw wool scouring
Total surfactants mg/l
0.34
0.50
1.48
10
Activated sludge process, Nitrification/denitrification, 
Not applicable
Weekly 
No information
sampling period - Value refered to sampling period
Sedimentation, Membrane bioreactor
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0.40
0.93
1.5
Other
Other
Twice per year
INTERNAL METHOD
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.80
1.10
1.5
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT092_w {1}
DIR
Dyeing  - Other
Total surfactants mg/l
0.23
0.58
1.6
2
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Monthly
Calculated, Calculated, Calculated
sampling period - Value refered to sampling period
osmosis
Averaging period for ELV: 3 hours - Averaging period for 
Anionic 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.50
0.85
1.6
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
surfactants
2015)
1
74

Surfactants - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
0.50
1.04
1.7
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Equalisation, Neutralisation, Activated sludge process, 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
mg/l
0.10
0.75
1.7
Not applicable
Monthly
APAT CNR IRSA 5180 Man 29 2003
surfactants
Nitrification/denitrification, Sedimentation
Equalisation, Neutralisation, Activated sludge process, 
Value refered to sampling period - Value refered to 
IT067_w {1}
DIR
Dyeing  - Printing - Other - Shrink-proof finishing
Total surfactants mg/l
0.30
0.94
1.8
2
Not applicable
Monthly
M009:2013 Rev.0
Nitrification/denitrification, Sedimentation
sampling period - Value refered to sampling period
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
0.30
0.92
1.8
Other
Other
Twice per year
INTERNAL METHOD
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Equalisation, Neutralisation, Grit separators, Screening, 
APAT CNR IRSA 5170 + APAT CNR IRSA 5180 Man. 29 2003  3 h medium composite sample - 3 h medium composite 
IT084_w {1}
IND
Bleaching - Dyeing  - Thermal treatment
Total surfactants mg/l
0.10
0.88
1.8
2
No information
4 times per year
Coagulation and flocculation, Sedimentation
+ MPI
sample - 
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
mg/l
0.37
0.79
1.8
No information
Other
Twice per year
APAT IRSA CNR 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
Anionic 
IT068_w {1}
IND
mg/l
0.50
1.15
2
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
Dyeing  - Functional finishing - Other
surfactants
referring to the year 2015)
Averaging period for ELV: 3 hours - Averaging period for 
Anionic 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
0.80
1.54
2.1
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
surfactants
referring to the year 2015)
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Anionic 
IT090_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
1.00
1.56
2.2
Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
surfactants
PERIOD FOR ELV 3 HOURS
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
0.40
1.20
2.5
No information
Other
Twice per year
INTERNAL METHOD
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
mg/l
0.47
0.93
2.6
No information
Other
Twice per year
APAT IRSA CNR 5170 MAN 29 2003
Thermal treatment
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Anionic 
IT089_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
0.60
1.75
2.8
Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
surfactants
PERIOD FOR ELV 3 HOURS
Scouring - Dyeing  - Functional finishing - Thermal 
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT091_w {1}
IND
mg/l
0.80
1.41
2.87
No information
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
treatment - Other
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Cationic 
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
0.90
1.43
2.9
300
No technique used
Other
Twice per year
Metedo interno n°22
surfactants
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Cationic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
mg/l
0.20
1.18
2.9
No information
Other
Twice per year
MARCONCINI SRL INTERNAL METHOD 22
Thermal treatment
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
Cationic 
IT068_w {1}
IND
mg/l
0.40
1.83
3
Other
Other
Twice per year
INTERNAL METHOD
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
Dyeing  - Functional finishing - Other
surfactants
referring to the year 2015)
Anionic 
IT073_w {1}
IND
Dyeing  - Functional finishing
surfactants 
mg/l
0.60
1.55
3
300
No technique used
Other
Twice per year
ARPAT CNR IRSA 5170 MAN 29 2003
(MBAS)
Monitoring frequency: once every 4 monthsMeasurements 
1,2,3 are inferior to detection limit: 0,1 - Monitoring 
Cationic 
Equalisation, Neutralisation, Activated sludge process, 
frequency: once every 4 monthsMeasurements 2,3 are 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
mg/l
0.10
0.42
3
Not applicable
Other
M008:2005 Rev.0, M.I. (d), M.I. (d)
surfactants
Nitrification/denitrification, Sedimentation
inferior to detection limit: 0,1 - Monitoring frequency: 
once every 4 monthsMeasurements 1,2,3 are inferior to 
detection limit: 0,1
Anionic 
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
surfactants 
mg/l
0.10
1.18
3.34
No information
No information
No information
APAT IRSA -CNR 5170 Man 29 2003
treatment - Wool Fulling
(MBAS)
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Scouring - Wool Fulling - Functional finishing - Thermal 
Anionic 
IT079_w {1}
IND
mg/l
0.50
1.57
3.4
Other
24-hour flow proportional composite sample
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
treatment - Other
surfactants
PERIOD FOR ELV 3 HOURS
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Anionic 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
0.18
1.20
3.5
Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
surfactants
sampling period - Value refered to sampling period
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Scouring - Wool Fulling - Functional finishing - Thermal 
Cationic 
FOR ELV 3 HOURS - DATA RELATED TO 2015. 
IT079_w {1}
IND
mg/l
0.20
1.50
3.9
Other
24-hour flow proportional composite sample
Twice per year
MARCONCINI SRL INTERNALMETHOD 22
treatment - Other
surfactants
MEASUREMENT 1 VALUE <0,2 mg/l. AVERAGED PERIOD 
FOR ELV 3 HOURS
Averaging period for ELV: 3 hours - Averaging period for 
Cationic 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
0.20
1.60
4.1
Other
Other
Twice per year
INTERNAL METHOD
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
surfactants
2015)
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Cationic 
FOR ELV 3 HOURS - DATA RELATED TO 2015. 
IT089_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
0.40
1.63
4.1
Other
24-hour flow proportional composite sample
Twice per year
MARCONCINI SRL INTERNALMETHOD 22
surfactants
MEASUREMENT 1 VALUE <0,2 mg/l. AVERAGED PERIOD 
FOR ELV 3 HOURS
Anionic 
IT094_w {1}
IND
No information
surfactants 
mg/l
0.71
2.04
4.5
Other
No information
Twice per year
APAT IRSA 5180 Volume 2:2003
(MBAS)
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Scouring - Functional finishing - 
Cationic 
IT074_w {1}
IND
mg/l
0.20
2.85
5
Other
Other
Twice per year
INTERNAL METHOD
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
Dry cleaning - Other
surfactants
2015)
Cationic 
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
0.20
2.48
5
Other
No information
No information
MIESO06/11 REV 0
surfactants
Requested by Italian Law
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Cationic 
FOR ELV 3 HOURS - DATA RELATED TO 2015. 
IT090_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
1.00
2.63
5.5
Other
24-hour flow proportional composite sample
Twice per year
MARCONCINI SRL INTERNALMETHOD 22
surfactants
MEASUREMENT 1 VALUE <0,2 mg/l. AVERAGED PERIOD 
FOR ELV 3 HOURS
Screening, Sedimentation, Equalisation, Activated sludge 
process, Sand filtration, Coagulation and flocculation, 
BE009_w {1}
DIR
Printing - Coating and laminating
Total surfactants mg/l
7.21
7.21
7.21
3
Flotation, Chemical oxidation (incl. Advanced oxidation), 
Other, 24-hour flow proportional composite sample, Other No information
No information
Sand filtration, Chemical reduction, Microfiltration, 
Reverse osmosis
Averaging period for ELV: 3 hours - Averaging period for 
Anionic 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
1.20
2.90
7.6
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
ELV: 3 hours - Averaging period for ELV: 3 hours; YEAR 
surfactants
2015
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Cationic 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
0.07
3.15
8.2
Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
surfactants
sampling period - Value refered to sampling period
Anionic 
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
surfactants 
mg/l
0.20
4.18
8.3
Other
No information
No information
MIESC01/09 rev 4/2011
Requested by Italian Law
(MBAS)
Anionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
0.70
3.50
11.2
Other
Other
Twice per year
APAT CNR IRSA 5170 MAN 29 2003
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Non-ionic 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
mg/l
0.62
4.31
11.6
Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
surfactants
sampling period - Value refered to sampling period
Anionic 
Dyeing  - Fabric production - Dry cleaning - Printing - 
Authorized in derogation - Authorized in derogation - 
IT063_w {1}
IND
surfactants 
mg/l
0.10
3.33
11.9
Equalisation
Other
4 times per year
No information
Printing - Functional finishing
Authorized in derogation
(MBAS)
Dyeing  - Shrink-proof finishing - Shrink-proof finishing - 
Value refered to sampling period - Value refered to 
IT087_w {1}
IND
Total surfactants mg/l
2.70
7.97
17.1
20.72
Equalisation
Not applicable, Grab/spot sample, Not applicable
Monthly
No information
Other
sampling period - Value refered to sampling period
2
75

Surfactants - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Anionic 
IT070_w {1}
IND
No information
surfactants 
mg/l
0.70
7.53
22.3
No information
Not applicable
Twice per year
APAT-IRSA CNR 29-2003 5170
(MBAS)
Anionic 
Dyeing  - Washing synthetic fibre - Bleaching - Functional 
PT113_w {1}
IND
surfactants 
mg/l
3.00
10.00
23
50
No information
Other
Yearly
No information
detection limit: 4 mg/Ldetection limit: 3 mg/L (since 2018)
finishing
(MBAS)
Dyeing  - Fabric production - Dry cleaning - Printing - 
Non-ionic 
Authorized in derogation - Authorized in derogation - 
IT063_w {1}
IND
mg/l
1.00
10.62
26.1
Equalisation
Other
4 times per year
No information
Printing - Functional finishing
surfactants (TAS)
Authorized in derogation
Dyeing  - Singeing - Functional finishing - Thermal 
Non-ionic 
IT082_w {2}
IND
mg/l
0.20
10.50
31.1
No information
No information
No information
APAT IRSA -CNR 5180 Man 29 2003 con variazione
treatment - Wool Fulling
surfactants
IT070_w {1}
IND
No information
CTAB
mg/l
0.20
11.13
34.2
No information
Not applicable
Twice per year
DIN 38409
Dyeing  - Singeing - Functional finishing - Thermal 
IT082_w {2}
IND
Total surfactants mg/l
0.20
11.61
34.44
No information
No information
No information
Calcolo
treatment - Wool Fulling
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {2}
IND
Dyeing 
mg/l
0.17
9.36
36
No information
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT072_w {1}
IND
Thermal treatment - Scouring - Bleaching - Dyeing  - Other
mg/l
6.50
18.87
37
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Requested by Italian Law - Requested by Italian Law - 
IT065_w {1}
IND
No information
mg/l
9.50
25.32
40
Other
No information
No information
MIES001/10 rev3/2011
surfactants (BIAS)
Requested by Italian Law
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT078_w {1}
IND
Wool Fulling - Washing synthetic fibre - Dyeing 
mg/l
2.80
17.70
40
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Averaging period for ELV: 3 hours - Averaging period for 
Non-ionic 
IT074_w {2}
IND
Washing synthetic fibre - Scouring
mg/l
19.40
33.33
42
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
surfactants
2015)
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Desizing - Scouring - Bleaching - 
Non-ionic 
IT068_w {1}
IND
mg/l
22.60
35.90
45
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
Dyeing  - Functional finishing - Other
surfactants
referring to the year 2015)
Non-ionic 
IT094_w {1}
IND
No information
mg/l
14.90
27.47
45.2
Other
No information
Twice per year
APAT IRSA 5180 Volume 2:2003
surfactants (BIAS)
Averaging period for ELV: 3 hours - Averaging period for 
Washing synthetic fibre - Scouring - Functional finishing - 
Non-ionic 
IT074_w {1}
IND
mg/l
13.00
28.78
46
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
ELV: 3 hours - Averaging period for ELV: 3 hours (YEAR 
Dry cleaning - Other
surfactants
2015)
Averaging period for ELV: 3 hours - Averaging period for 
Non-ionic 
IT061_w {1}
IND
Scouring - Wool Carbonising
mg/l
15.00
32.80
47
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
ELV: 3 hours - Averaging period for ELV: 3 hours; YEAR 
surfactants
2015
Scouring - Dyeing  - Functional finishing - Thermal 
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT091_w {1}
IND
mg/l
20.00
31.67
51
No information
Other
Twice per year
UNI 10511-1:1996/A1:2000
treatment - Other
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {2}
IND
Dyeing  - Other - Functional finishing
mg/l
22.00
33.98
55
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT071_w {1}
IND
Dyeing  - Bleaching - Scouring
mg/l
20.00
37.67
56
No information
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Mercerising - Bleaching - Dyeing  - Scouring - Singeing - 
Anionic 
UK127_w {1}
IND
mg/l
0.27
3.50
56.4
111336.42
Neutralisation
24-hour flow proportional composite sample
Weekly 
No information
Printing
surfactants
Desizing - Mercerising - Scouring - Bleaching - Singeing - 
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT077_w {1}
IND
mg/l
0.14
31.19
57
No information
Other
Twice per year
UNI 10511-1:1996/A1:2000
Thermal treatment
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
Averaging period for ELV: 3 hours - Averaging period for 
IT064_w {1}
IND
Scouring
mg/l
34.80
49.63
60
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants
ELV: 3 hours - Averaging period for ELV: 3 hours
Non-ionic 
IT073_w {1}
IND
Dyeing  - Functional finishing
mg/l
16.00
33.67
65
300
No technique used
Other
Twice per year
UNI 10511-1:1996/A1:2000
surfactants (TAS)
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Non-ionic 
IT089_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
21.00
50.08
88
Other
24-hour flow proportional composite sample
Twice per year
UNI 10511-1:1996a1:2000
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
surfactants
PERIOD FOR ELV 3 HOURS
Non-ionic 
IT070_w {1}
IND
No information
mg/l
1.80
18.88
89.1
No information
Not applicable
Twice per year
APAT-IRSA CNR 29-2003 5180
surfactants
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Non-ionic 
IT090_w {1}
IND
Scouring - Dyeing  - Thermal treatment - Other - Bleaching
mg/l
18.00
68.00
110
Other
24-hour flow proportional composite sample
Twice per year
UNI 10511-1:1996a1:2000
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
surfactants
PERIOD FOR ELV 3 HOURS
IT070_w {1}
IND
No information
Total surfactants mg/l
2.50
37.45
145.6
300
No information
Not applicable
Twice per year
SUMMATION MBAS+BIAS+CTAB
Monitoring end frequency dependent on the operator of 
IT085_w {1}
IND
Dyeing 
Total surfactants mg/l
80.00
88.30
157
Equalisation
Not applicable
Other
No information
the off-site treatment plant
AVERAGED PERIOD FOR ELV 3 HOURS - AVERAGED PERIOD 
Scouring - Wool Fulling - Functional finishing - Thermal 
Non-ionic 
IT079_w {1}
IND
mg/l
27.20
99.73
174
Other
24-hour flow proportional composite sample
Twice per year
UNI 10511-1:1996a1:2000
FOR ELV 3 HOURS - DATA RELATED TO 2015. AVERAGED 
treatment - Other
surfactants
PERIOD FOR ELV 3 HOURS
Averaging period for ELV: 3 hours - Averaging period for 
Non-ionic 
IT069_w {1}
IND
Scouring - Bleaching - Mercerising
mg/l
39.00
110.45
176.7
Other
Other
Twice per year
UNI 10511-1:1996/A1:2000
ELV: 3 hours - Averaging period for ELV: 3 hours (data 
surfactants
referring to the year 2015)
3
76

Perfluorocarbons  - Emissions to water 
0.4
0.4
/l
g
 m

0.3
 in
d
sse

0.3
re
Average concentration
p
x

over 3 years
 e
n

ELV (mg/l )
0.2
tio
tra
n

0.2
ce
n
o
C

0.1
0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
Type of discharge
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
DIR
DIR
DIR
DIR
DIR
IND
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
IND
DIR
Type of monitoring
Per
Freq
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
A
S
S
S
A
A
;
;
S
A
A
S
A
A
A
A
A
A
A
S
A
H
s
T
S
A
O
O
O
O
O
O
;
A
;
A
;…
O
O
xA
O
O
e
xS
O
O
O
O
p
O
xA
O
xA
p
e
F
A
O
F
F
F
F
p
F
H
F
P
H
H
F
H
P
ce
P
F
P
P
P
F
F
A
Tr
F
F
F
F
F
F
H
F
H
F
P
P
H
DA
F
xS
P
P
F
P
P
F
F
P
P
P
P
F
P
F
P
F
F
F
n
0
P
P
; P
B
F
F
H
P
P
P
P
P
P
P
P
1
Parameter
S
F
; P
F
sta
m
O
; P
; P
A
b
u
F
A
; P
S
P
xA
S
H
N
Do
B
 su
F
F
F
F
6
:              P
; P
; P
; P
; P
C
A
A
A
F
e
O
n
TA
P
P
F
U
F
F
P
F
P
P
P
30
y
a
/d

25
 g
 in
d

20
sse
re
p

15
x
 e

Max. load over 3
d
a

years (g/day)
10
ss lo
a

5
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
77

Perfluorocarbons  - Emissions to water (zoom 0-0.001 mg/l)
0.0010
/l
g

0.0008
 m
 in
d
sse
re

Average concentration
0.0006
p
x

over 3 years
 e
n

ELV (mg/l )
tio
tra

0.0004
n
ce
n
o
C

0.0002
0.0000
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
Type of discharge
IND
IND
IND
IND
IND
DIR
IND
IND
IND
DIR
IND
DIR
DIR
DIR
DIR
DIR
DIR
IND
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
DIR
IND
DIR
Type of monitoring
Per
Freq
Per
Per
Freq
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Freq
Per
A
S
S
S
A
A
;
;
S
A
A
S
A
A
A
A
A
A
A
S
A
H
s
T
S
A
O
O
O
O
O
O
;
A
;
A
;…
O
O
xA
O
O
e
xS
O
O
O
O
p
O
xA
O
xA
p
e
F
A
O
F
F
F
F
p
F
H
F
P
H
H
F
H
P
ce
P
F
P
P
P
F
F
A
Tr
F
F
F
F
F
F
H
F
H
F
P
P
H
DA
F
xS
P
P
F
P
P
F
F
P
P
P
P
F
P
F
P
F
F
F
n
0
P
P
; P
B
F
F
H
P
P
P
P
P
P
P
P
1
Parameter
S
F
; P
F
sta
m
O
; P
; P
A
b
u
F
A
; P
S
P
xA
S
H
N
Do
B
 su
F
F
F
F
6
:              P
; P
; P
; P
; P
C
A
A
A
F
e
O
n
TA
P
P
F
U
F
F
P
F
P
P
P
30
y
a
/d

25
 g
 in
d

20
sse
re
p

15
x
 e

Max. load over 3
d
a

years (g/day)
10
ss lo
a

5
M
0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
1
0
9
5
0
7
5
6
6
2
5
0
2
0
4
2
0
9
2
1
4
4
4
4
4
7
2
9
4
3
2
3
0
2
9
6
2
2
9
0
1
9
1
3
9
1
3
9
1
3
1
1
1
3
9
3
1
1
0
1
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
E
T1
E
T1
E
E
E
E
E
E
E
E
E
DE
S
DE
P
S
IT0
IT0
DE
DE
IT0
P
B
IT0
B
DE
IT0
B
DE
IT0
B
DE
B
B
B
DE
IT0
DE
S
B
78

Perfluorocarbons - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
detection limit: PFOA&PFOS: 0,01, Other 0,5: result was 
lower as detection limit - detection limit: PFOA&PFOS: 
DE031_w {1}
IND
Dyeing 
PFOS; PFOA
mg/l
0
0
0
No information
No information
Yearly
Liquid Chromatograph Mass Spectrometer
0,01, Other 0,5: result was lower as detection limit - 
detection limit: PFOA&PFOS: 0,01, Other 0,5: result was 
lower as detection limit
One week every two years, See appendix 2One week every 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
PFOS
mg/l
0.0000042
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Other
No information
two years, See Appendix 1
Mercerising - Dyeing  - Washing synthetic fibre - Bleaching - 
DE039_w {1}
IND
PFOS
mg/l
0.000009
0.0000090
0.000009
Equalisation, Neutralisation
Flow proportional composite sample
No information
No information
Desizing
Type of sampling not specified. Measurement value: < 0.01 
PT105_w {1}
IND
Dyeing  - Bleaching
PFOS
mg/l
0.00001
0.0000100
0.00001
No information
No information
Yearly
No information
(below level of quantification)
One week every two years, See Appendix 2One week every 
SE120_w {1}
IND
Washing synthetic fibre - Desizing - Bleaching
PFOA
mg/l
0.0000120
Neutralisation, Oil separation, Equalisation
24-hour flow proportional composite sample
Other
No information
two years, See Appendix 1
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
PFOA
mg/l
0.000013
0.0000130
0.000013
Not applicable
Other
MI1207 Rev.2:2018
Nitrification/denitrification, Sedimentation
Monitoring frequency: spot
PFC:              
PFBA; PFPeA; 
PFHxA; PFHpA; 
PFOA; PFNA; 
PFDA; PFUnA; 
PFDoA; PFTrA; 
PFTA; PFBS; 
PFHxS; PFHpS; 
PFOS; PFDS; 
PFOSA; PFHxO; 
IT065_w {1}
IND
No information
mg/l
0.00001
0.0000140
0.000018
Other
No information
Twice per year
MIP_CW1207_rev2:2018
PFOcO; PFDeO; 
PFOcAc; FTOH 10-
2; PFHxS; N-
MeFOSE; N-
EtFOSE; N-
MeFOSA; N-
EtFOSA; FTA 10-
2; H2PFDA; 
HPFHpA; 
Not detected, LOD 0.01 ; introduced  during 2018 to follow 
HPFUnA; H4PFO
the ZDHC Waste Water Guide lines
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
PFOS
mg/l
0.000019
0.0000216
0.0000246
0.0038868
No information
Other
No information
No information
DE026_w {1}
IND
Washing synthetic fibre - Desizing - Dyeing  - Bleaching
PFOA
mg/l
0.00001
0.0000190
0.0000305
0.004819
No information
Other
No information
No information
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
PFHxA
mg/l
0.00003
0.0000310
0.000031
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
MI1207 rev2:2018
osmosis
Monitoring frequency: spot
PT105_w {1}
IND
Dyeing  - Bleaching
PFOA
mg/l
0.000037
0.0000373
0.0000373
No information
No information
Yearly
No information
Type of sampling not specified.
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
PFOS
mg/l
0.000002
0.0000217
0.00004
0.01
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
PFPeA
mg/l
0.00005
0.00005
0.000052
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
MI1207 rev2:2018
osmosis
Monitoring frequency: spot
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
PFHxS
mg/l
0.00001
0.0000200
0.00006
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
2 measurements < 0,01 ug/l
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
PFOA
mg/l
0.000078
0.00008
0.000078
0.041184
Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
measured values from the authority surveillance 
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
PFOA
mg/l
0.000096
0.00010
0.000096
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
MI1207 rev2:2018
osmosis
Monitoring frequency: spot
Bleaching - Dyeing  - Bleaching - Scouring - Functional 
EqualisationActivated sludge process, 
BE010_w {1}
DIR
PFOA
mg/l
0.000009
0.00007
0.0001
0.05
24-hour flow proportional composite sample
Other
No information
finishing
Nitrification/denitrification, Other
Mercerising - Dyeing  - Washing synthetic fibre - Bleaching - 
DE039_w {1}
IND
PFOA
mg/l
0.00016
0.0002
0.00016
Equalisation, Neutralisation
Flow proportional composite sample
No information
No information
Desizing
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
PFHpA
mg/l
0.000175
0.0002
0.000175
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
MI1207 rev2:2018
osmosis
Monitoring frequency: spot
Equalisation, Neutralisation, Coagulation and flocculation, 
Activated sludge process, Nitrification/denitrification, Sand 
BE011_w {1}
DIR
Dyeing 
PFOA
mg/l
0.0000004
0.00012
0.0002
0.10147 0.05
24-hour flow proportional composite sample
No information
WAC/IV/A/025, 
filtration, Nanofiltration, Chemical oxidation (incl. 
Advanced oxidation)
 - 1 measurement <0,10 ug/l - 
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
PFHxA
mg/l
0.0005
0.0005
0.000496
0.261888
Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
measured values from the authority surveillance 
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
PFOS
mg/l
0.0005
0.0005
0.0005
0.0282 0.01
24-hour flow proportional composite sample
No information
WAC/IV/A/025
Nitrification/denitrification
5 measurements < DL (0,03 ug/l)
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
PFHxA
mg/l
0.0001
0.0002
0.0005
0.046873
24-hour flow proportional composite sample
No information
WAC/IV/A/025
Nitrification/denitrification
Limit value 200 ug/l (sum PFT excl. PFOA, PFOS)
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
PFHpA
mg/l
0.0002
0.0005
0.00073
0.177624
24-hour flow proportional composite sample
No information
WAC/IV/A/025
Nitrification/denitrification
Limit value 200 ug/l (sum PFT excl. PFOA, PFOS)
DE034_w {1}
DIR
Washing synthetic fibre - Desizing - Bleaching - Dyeing 
PFPeH
mg/l
0.0010
0.0010
0.000984
0.519552
Activated sludge process, Nitrification/denitrification
Flow proportional composite sample
No information
No information
measured values from the authority surveillance 
Equalisation, Neutralisation, Activated sludge process, 
With reference to DIN38407-42 or CEN/TS15968 and 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
6 substances
mg/l
0.0010
0.0010
0.001
Not applicable
Other
Monitoring frequency: spotall the substance analysed are 
Nitrification/denitrification, Sedimentation
followed by LCMS or LC/MS/MS analysis
inferior to detection limit: <1 or < 0,01 µg/l
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
Sum10PFT
mg/l
0.0006
0.0008
0.0011
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Other
No information
Printing
Nitrification/denitrification, Activated sludge process
Occasional - Occasional - Occasional
Washing synthetic fibre - Desizing - Functional finishing - 
 - See appendix about PFAS-analysis. - See appendix about 
SE119_w {1}
IND
PFAS
mg/l
0.0011
No technique used
24-hour flow proportional composite sample
No information
No information
Dyeing 
PFAS-analysis.
Equalisation, Neutralisation, Grit separators, Coagulation 
Washing synthetic fibre - Desizing - Bleaching - Dyeing  - 
DE032_w {1}
DIR
Sum2PFT
No unit reported
0.04
0.088
0.15
and flocculation, Sedimentation, Sand filtration, 
24-hour flow proportional composite sample
Other
No information
Printing
Nitrification/denitrification, Activated sludge process
Occasional - Occasional - Occasional
Equalisation, Activated sludge process, 
BE014_w {1}
DIR
Bleaching - Dyeing  - Functional finishing
PFOA
mg/l
0.006
0.084
0.3756
26.292 0.05
24-hour flow proportional composite sample
No information
WAC/IV/A/025
Nitrification/denitrification
1
79

Pesticides  - Emissions to water
1.8
1.6
/l
g
 m

1.4
 in
d

1.2
sse
re

Average concentration
p
x

over 3 years
1.0
 e
n

ELV (mg/l )
tio
0.8
tra
n
ce

0.6
n
o
C

0.4
0.2
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
Type of discharge
DIR
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
s
s
a
a
a
s
e
e
s
id
s
te
id
ce
ce
rid
rid
e
e
ru
a
n
n
p
zin
p
zin
zin
rin
rin
s
ro
ro
a
o
h
lo
lo
e
th
s
h
s
th
Parameter
sta
sta
clo
tra
clo
tra
im
sticid
sticid
e
e
sp
b
b
a
a
A
S
e
ch
ch
e
sp
o
re
id
tila
id
o
o
sticid
yre
o
h
y
 su
 su
l p
n
n
e
 p
h
a
p
3
7
Im
se
Im
a
a
p
sticid
p
sticid
o
6
7
ta
rg
rg
re
tic p
e
o
e
n
tic P
2
De
n
a
To
O
O
lu
e
p
a
p
e
y
rg
th
n
th
rg
O
e
n
n
y
O
y
h
S
S
P
1.0
y
a

0.9
/d
 g

0.8
 in
d

0.7
sse
0.6
re
p

0.5
x
 e

Max. load over 3
0.4
d
a

years (g/day)
0.3
ss lo
0.2
a
M

0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
80

Pesticides  - Emissions to water (zoom 0-0.01 mg/l)
0.010
/l
g

0.008
 m
 in
d
sse
re

Average concentration
0.006
p
x

over 3 years
 e
n

ELV (mg/l )
tio
tra

0.004
n
ce
n
o
C

0.002
0.000
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
Point of discharge
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
Type of discharge
DIR
DIR
DIR
IND
DIR
IND
IND
IND
IND
IND
IND
IND
IND
IND
IND
Type of monitoring
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
Per
s
s
a
a
a
s
e
e
s
id
s
te
id
ce
ce
rid
rid
e
e
ru
a
n
n
p
zin
p
zin
zin
rin
rin
s
ro
ro
a
o
h
lo
lo
e
th
s
h
s
th
Parameter
sta
sta
clo
tra
clo
tra
im
sticid
sticid
e
e
sp
b
b
a
a
A
S
e
ch
ch
e
sp
o
re
id
tila
id
o
o
sticid
yre
o
h
y
 su
 su
l p
n
n
e
 p
h
a
p
3
7
Im
se
Im
a
a
p
sticid
p
sticid
o
6
7
ta
rg
rg
re
tic p
e
o
e
n
tic P
2
De
n
a
To
O
O
lu
e
p
a
p
e
y
rg
th
n
th
rg
O
e
n
n
y
O
y
h
S
S
P
1.0
y
a

0.9
/d
 g

0.8
 in
d

0.7
sse
0.6
re
p

0.5
x
 e

Max. load over 3
0.4
d
a

years (g/day)
0.3
ss lo
0.2
a
M

0.1
0.0
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
Other
Anaerobic treatment
Membrane bioreactor
Distillation/rectification
Reverse osmosis
Chemical reduction
Chemical oxidation
Flotation
Nanofiltration
Microfiltration
d
Ultrafiltration
lie
p
p

Evaporation
s a
Adsorption
e
u

Activated sludge process
iq
n

Nitrification/denitrification
ch
Te

Sand filtration
Sedimentation
Coagulation and flocculation
Screening
Grit separators
Oil separation
Neutralisation
Equalisation
No technique used
}
}
}
}
}
}
}
}
}
}
}
}
}
}
}
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
 {1
w
w
w
w
w
w
w
w
w
w
w
w
w
w
w
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
2
7
7
6
2
6
6
6
8
9
9
9
9
8
8
9
9
9
7
9
7
7
7
2
2
2
2
2
2
2
1
1
1
1
1
1
1
IT0
IT0
IT0
IT0
IT0
IT0
IT0
IT0
K
K
K
K
K
K
K
U
U
U
U
U
U
U
81

Pesticides - EMISSIONS TO WATER
Type of 
Units for 
Min. 
Average 
Max. 
EP water 
discharge
Max. load over 3 
Associated processes
KEI
concentration 
concentration 
concentration 
concentration 
ELV (mg/l )
Combination of techniques
Type of sampling
Monitoring frequency
Monitoring standard
Additional information
name
DIR = Direct
years (g/day)
values
over 3 years
over 3 years
over 3 years
IND = Indirect
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
63 substances
mg/l
0.00001
0.00001
0.00001
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Monitoring frequency: spotAll the substances analysed are 
osmosis
inferior to detection limit: <0,01 µg/l
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
277 substances
mg/l
0.00003
0.00003
0.00003
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Monitoring frequency: spotall the substance analysed are 
Nitrification/denitrification, Sedimentation
inferior to detection limit:until < 0,03 µg/l
Equalisation, Neutralisation, Activated sludge process, 
IT097_w {1}
DIR
Dyeing  - Shrink-proof finishing - Printing - Other
Imidacloprid
mg/l
0.00005
0.00005
0.000053
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Nitrification/denitrification, Sedimentation
Monitoring frequency: spot
Equalisation, Flotation, Coagulation and flocculation, 
IT076_w {1}
IND
Raw wool scouring
Desetilatrazina
mg/l
0.00007
0.00007
0.00007
Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Sedimentation, Membrane bioreactor
Monitoring frequency: spot
Equalisation, Neutralisation, Activated sludge process, 
IT092_w {1}
DIR
Dyeing  - Other
Imidacloprid
mg/l
0.00017
0.0002
0.000165
Nitrification/denitrification, Sedimentation, Reverse 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
osmosis
Monitoring frequency: spot
Equalisation, Flotation, Coagulation and flocculation, 
IT076_w {1}
IND
Raw wool scouring
Atrazina
mg/l
0.0005
0.0005
0.0005
Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Sedimentation, Membrane bioreactor
Monitoring frequency: spot
Equalisation, Flotation, Coagulation and flocculation, 
IT076_w {1}
IND
Raw wool scouring
Simazina
mg/l
0.0007
0.0007
0.0007
Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Sedimentation, Membrane bioreactor
Monitoring frequency: spot
Equalisation, Flotation, Coagulation and flocculation, 
IT076_w {1}
IND
Raw wool scouring
Total pesticides
mg/l
0.0013
0.0013
0.0013
Activated sludge process, Nitrification/denitrification, 
Not applicable
Other
APAT CNR IRSA 5060 Man 29 2003
Sedimentation, Membrane bioreactor
Monitoring frequency: spot
OC individual ELV - all values are Microgram/litre - HCB & 
Isomers 1.0 - HCH & Isomers 1.0 - Aldrin 1.0 - Dieldrin 1.0 - 
Endrin 1.0 - Endosulphan 1.0 - DDT & Isomers 10.0. - OC 
UK128_w {1}
IND
Raw wool scouring
Organochlorine
mg/l
0
0.0002
0.001685
0.025
Coagulation and flocculation
24-hour flow proportional composite sample
4 times per year
No information
individual ELV - all values are Microgram/litre - HCB & 
Isomers 1.0 - HCH & Isomers 1.0 - Aldrin 1.0 - Dieldrin 1.0 - 
Endrin 1.0 - Endosulphan 1.0 - DDT & Isomers 10.0. - OC 
individual ELV - all values are Microgram/litre - HCB & 
Isomers 1.0 - HCH & Isomers 1.0 - Aldrin 1.0 - Dieldrin 1.0 - 
Endrin 1.0 - Endosulphan 1.0 - DDT & Isomers 10.0.
7 different OC pesticides are separately limited and 
Organochlorine 
Grit separators, Screening, Oil separation, Coagulation and 
analysed for - values given are for combined OC pesticides.  
UK129_w {1}
IND
Raw wool scouring
mg/l
0.000035
0.0010
0.003958
0.013
24-hour flow proportional composite sample
4 times per year
liquid/liquid extraction, GPC/SPE cleanup, GC-MS analysis
pesticides
flocculation, Ultrafiltration, Flotation
Individual ELV for each pesticide are: HCH = 5ug/litre, HCB 
= 1ug/litre; Aldrin = 1ug/litre; Dieldrin = 1ug/litre; Endrin = 
1ug/litre; Endosu - as above - as above
2 different PU pesticides are separately limited and 
Phenylurea 
Grit separators, Screening, Oil separation, Coagulation and 
analysed for - values are given for combined PU pesticides. 
UK129_w {1}
IND
Raw wool scouring
mg/l
0.05
0.050
0.05
0.35
24-hour flow proportional composite sample
4 times per year
liquid/liquid extraction, GPC/SPE cleanup, GC-MS analysis
pesticides
flocculation, Ultrafiltration, Flotation
Individual ELV for each pesticide are: Flucofuron = 
100ug/litre; Sulcofuron = 250ug/litre.   These pesticides are 
no longer used in UK for tex - as above - as above
3 different SP pesticides are separately limited and 
Synthetic 
Grit separators, Screening, Oil separation, Coagulation and 
analysed for - values given are for combined SP pesticides.  
UK129_w {1}
IND
Raw wool scouring
pyrethroid 
mg/l
0.0002
0.008
0.08165
0.1145
24-hour flow proportional composite sample
4 times per year
liquid/liquid extraction, GPC/SPE cleanup, GC-MS analysis
flocculation, Ultrafiltration, Flotation
Individual ELV for each pesticide are: Cyfluthrin =1ug/litre; 
pesticides
Cypermethrin = 110ug/litre; Permethrin = 3.5ug/litre.   All 
pesticide removal e - as above - as above
3 different OP pesticides are separately limited and 
Organophosphor
Grit separators, Screening, Oil separation, Coagulation and 
analysed for - values given are for combined OP pesticides.  
UK129_w {1}
IND
Raw wool scouring
mg/l
0.0003
0.020
0.09447
0.985
24-hour flow proportional composite sample
4 times per year
liquid/liquid extraction, GPC/SPE cleanup, GC-MS analysis
us pesticides
flocculation, Ultrafiltration, Flotation
Individual ELV for each pesticide are: Propetamphos = 
150ug/litre; Diazinon = 800ug/litre; Chlorfenvinphos = 
35ug/litre.  All pesticide remov - as above - as above
OP individual ELV - all values are Microgram/litre - 
Propetamphos 800 - Diazinon 800 - Chlorfenvinphos 100. - 
Organophosphat
UK128_w {1}
IND
Raw wool scouring
mg/l
0.0025
0.070
0.21586
1.7
Coagulation and flocculation
24-hour flow proportional composite sample
4 times per year
No information
OP individual ELV - all values are Microgram/litre - 
e
Propetamphos 800 - Diazinon 800 - Chlorfenvinphos 100. - 
OP individual ELV - all values are Microgram/litre - 
Propetamphos 800 - Diazinon 800 - Chlorfenvinphos 100.
SP individual ELV - all values are Microgram/litre - 
Cypermethrin 500 - Cyfluthrin 10.0 - Permethrin 17.0 - 
Synthetic 
Deltamethrin 10.0 - SP individual ELV - all values are 
UK128_w {1}
IND
Raw wool scouring
mg/l
0
0.077
0.35476
0.537
Coagulation and flocculation
24-hour flow proportional composite sample
4 times per year
No information
Pyrethroid
Microgram/litre - Cypermethrin 500 - Cyfluthrin 10.0 - 
Permethrin 17.0 - Deltamethrin 10.0 - SP individual ELV - 
all values are Microgram/litre - Cypermethrin 500 - 
Cyfluthrin 10.0 - Permethrin 17.0 - Deltamethrin 10.0
1
82

WASTE WATER CHARACTERISTICS: TOXICITY, BIODEGRADABILITY/ELIMINABILITY AND COLOUR
Individual measurements 
EP water name
Parameter
Monitoring frequency
Type of sampling
Unit
(unless mentioned 
ELV
Standard monitoring method
Additional information
otherwise)
Report 11 measurements: six 
DE025 w{1}
Toxicity 1
4 times per year
Grab/spot sample
GEI
2
DIN EN ISO 15088
(Giftigkeit gegenüber Fischeiern )Toxicity to fish-spawn
times 1, five times 2
BE007 w{1}
Toxicity 1
Yearly
Grab/spot sample;Not applicable
LC50 (96h)
0.431
WAC/V/B/004
One time measurement (2012) P. Subcapitata;One time 
BE009 w{1}
Toxicity 1
No information
Grab/spot sample
%
7.9-10-8.9
OECD201;OECD202;ISO 11348-3:1996E
measurement (2012) Daphnia Magna;One time 
measurement 2012 (Virbrio Fischeri)
BE011 w{1}
Toxicity 1
No information
Grab/spot sample
OECD203
11.1-11-42-41.7
50
OECD203
2 measurements < 10%, expressed in %effect
Report 6 measurements, all 
FR134 w{1}
Toxicity 1
Twice per year
Grab/spot sample
No information
not detected
NF EN ISO 6341
equal to 0
One week every two years, See appendix 2;;One week 
SE120 w{1}
Toxicity 1
No information
Flow proportional composite sample
%
5-5
every two years, See appendix 1
24-hour flow proportional composite 
micro tox, period of one week. See appendix 3.;;Ec50 (15 
SE119 w{1}
Toxicity 1
No information
No information
5.1-5.5
1,3 % (15 min exp)
sample
min exp)
24-hour flow proportional composite 
Report 12 measurements, all 
measurements carried out for water agencies to calculate a 
FR131 w{1}
Toxicity 1
4 times per year
No information
none
NF EN ISO 6341
sample
equal to 0
fee
IT063 w{1}
Toxicity 1
Yearly
Other or more than one type 
No information
17-3
Average sample of 3 hours
IT067 w{1}
Toxicity 1
No information
Grab/spot sample
%I 30'
11
50
UNI EN ISO 11348-3:2009
Value refered to sampling period - test on Vibrio fischeri
ES058 w{1}
Toxicity 1
4 times per year
Grab/spot sample
Equitox
2.45-0-0
value refered to sampling period - Test on 
IT097 w{1}
Toxicity 1
Yearly
Grab/spot sample
%
0-16-31
50
UNI EN ISO 8692:2005 rev.2012
Pseudokirchrneriella Subcapitata
Other (please specify in "additional 
Monitoring frequency: spotValue refered to sampling 
IT092 w{1}
Toxicity 1
Grab/spot sample
%
3
50
UNI EN ISO 11348-1:2009
information")
period - Test on Vibrio Fischeri
Report 3 measurements, all 
IT096 w{1}
Toxicity 1
Yearly
Grab/spot sample
%
50
APAT CNR IRSA 8020B Man 29 2003
Value refered to sampling period
equal  to 0
4 measurement (Oncorhynchus Mykiss) to determine if 
BE009 w{1}
Toxicity 2
No information
Grab/spot sample
%
45-12.5-78.4-0
OECD203
further actions were needed
24-hour flow proportional composite 
EN ISO 9509:2006,  period of one week. See appendix 
SE119 w{1}
Toxicity 2
No information
%
100-5
Not toxic 
sample
3.;;40 vol% sample  (% inhibition)
IT067 w{1}
Toxicity 2
No information
Grab/spot sample
%-24h
3
50
APAT CNR IRSA 8020B Man 29 2003
Value refered to sampling period - test n Daphnea Magna
IT097 w{1}
Toxicity 2
Yearly
Grab/spot sample
%
0-0-3
50
APAT CNR IRSA 8020B Man 29 2003
value refered to sampling period - Test on Daphnea Magna
Other (please specify in "additional 
Monitoring frequency: spotValue refered to sampling 
IT092 w{1}
Toxicity 2
Grab/spot sample
%
0
50
APAT CNR IRSA 8020B Man 29 2003
information")
period - Test on Daphnia
24-hour flow proportional composite 
EN 8192-1995B,  period of one week. See appendix 3. ;;40 
SE119 w{1}
Toxicity 3
No information
%
1.6-2
Not toxic 
sample
vol% sample  speed 30 and 180 minutes)
Value refered to sampling period - test on 
IT067 w{1}
Toxicity 3
No information
Grab/spot sample
%-72h
53
50
UNI EN ISO 8692:2012
Pseudokirchrneriella Subcapitata
IT097 w{1}
Toxicity 3
Yearly
Grab/spot sample
%
11-7-14
50
UNI EN ISO 11348-3:2009
value refered to sampling period - Test on vibrio  fischeri
Other (please specify in "additional 
Monitoring frequency: spotValue refered to sampling 
IT092 w{1}
Toxicity 3
Grab/spot sample
%
26
50
UNI EN ISO 8692:2012
information")
period - Test on Pseudokirchneriella subcapitata
SE120 w{1}
Biodeg/elim
No information
Flow proportional composite sample
% DOC
52
One week sample, see appendix 3
24-hour flow proportional composite 
OECD 301A,  period of one week . See appendix 3.;;52% 
SE119 w{1}
Biodeg/elim
No information
%
61-57
40% after 28 days
sample
after 10 days, 57 %after 28 days
Report 36 measurement in 
24-hour flow proportional composite 
PT110 w{1}
Colour
Monthly
mg/l Pt
the range of 2-8.4, except 2 
not visible 1:20
sample
measurements of 24 and 32 
24-hour flow proportional composite 
[m-1] (SAC:436nm; 525; 
28/24/20;28/24/20;28/24/2
3,4/2/1,2; self-monitoring daily;3,6/1,7/1,3; self-
AT006 w{1}
Colour
Daily;Daily;Daily
 // 
EN ISO 7887;EN ISO 7887;EN ISO 7887
sample
620nm)
0
monitoring daily;2,4/0,8/0,5; self-monitoring daily
M1: 43/43/28; M2: 27/27/19; M3: 49/44/28; M4: 
24-hour flow proportional composite 
[m-1] (SAC:436nm; 525; 
24/25/13; M6: 23/20/22; M7: 33/30/18; M8: 26/23/17; 
AT002 w{1}
Colour
Monthly
sample;24-hour flow proportional 
 // 
28/24/20;;
DIN EN ISO 7887;;
620nm)
M9: 28/23/25; M10: 33/34/38; M11: 33/28/29; M12: 
composite sample;
48/47/43;M1: 24/22/19; ;
24-hour flow proportional composite 
[m-1] (SAC:436nm; 525; 
28/24/20;28/24/20;28/24/2
M1: 8,2/5/3,2; M2: 8,1/6,2/4,4;M1: 2,1/1,6/0,81; M2: 
AT004 w{1}
Colour
Twice per year
 // 
EN ISO 7887 (MH);EN ISO 7887 (MH);EN ISO 7887 (MH)
sample
620nm)
0
10/5,5/3,8;M1: 8,8/6,1/4,6; M2: 4,5/2,8/3,5
BE013 w{1}
Colour
Yearly
Grab/spot sample
Pt-Co scale
16-56-187 
-
MEIN001
sample 23.10.2015
1
83

WASTE WATER CHARACTERISTICS: TOXICITY, BIODEGRADABILITY/ELIMINABILITY AND COLOUR
Individual measurements 
EP water name
Parameter
Monitoring frequency
Type of sampling
Unit
(unless mentioned 
ELV
Standard monitoring method
Additional information
otherwise)
Measurements reported as 
Absorbance Scan - determined by scanning UV/ visible 
UK124 w{1}
Colour
Monthly
No information
frequent sampling. Min=0.01- 0.1nm
Measured in absorbance units nm
spectrometry
Ave=0.02-Max=0.04
[m-1] (SAC:436nm; 525; 
not detected ; LOD 1 m-1  ISO 7887-2001 introduced  
IT065 w{1}
Colour
Twice per year
Flow proportional composite sample
0.01-0.01
ISO 7887:2001
620nm)
during 2018 to follow the ZDHC Waste Water Guide lines
Monitoring frequency: spotMeasurement is N.P. 1:20: not 
Other (please specify in "additional 
IT076 w{1}
Colour
Grab/spot sample
No information
20
N.P. 1:20
APAT CNR IRSA 2020 Man 29 2003
percepible with diluition 1:20Value refered to sampling 
information")
period
Report 3 measurements, all 
ES058 w{1}
Colour
4 times per year
Grab/spot sample
No information
equal to 0
24-hour flow proportional composite 
[m-1] (SAC:436nm; 525; 
AT001 w{1}
Colour
No information
 // 
;;M3: 148/129/105; control measurement local authority
sample
620nm)
Monitoring frequency: spotMeasurements (N.P. 1:20) non 
percepition with diluition 1:20Value refered to sampling 
period;Monitoring frequency: once every 4 
Other (please specify in "additional 
Report 8 measurements, all 
APAT CNR IRSA 2020 Man 29 2003;IRSA 2020/A;IRSA 
monthsMeasurements (N.P. 1:20) non percepition with 
IT097 w{1}
Colour
Other or more than one type 
No information
N.P. 1:20
information")
equal to 20
2020/A
diluition 1:20Value refered to sampling period;Monitoring 
frequency: once every 4 monthsMeasurements (N.P. 1:20) 
non percepition with diluition 1:20Value refered to 
sampling period
Measurements are N.P. 1:100: not percepible with 
diluition 1:100Monitoring frequency: spot;Measurement is 
Other (please specify in "additional 
N.P. 1:80: not percepible with diluition 1:80Monitoring 
IT085 w{1}
Colour
Grab/spot sample
No information
100-100-80-40-100-100
APAT CNR IRSA 2020
information")
frequency: spot;Measurements are N.P. 1:40 and N.P. 
1:100: not percepible with diluition 1:40 and 
1:100Monitoring frequency: spot
Other (please specify in "additional 
IT087 w{1}
Colour
Grab/spot sample
No information
50-20-20-39-9-40
80
Monitoring frequency: spot
information")
Report 34 measurements, 
IRSA 2020-A:2003;APAT CNR IRSA 2020A ;APAT CNR IRSA 
not perceptible in dilution 1:10 - 1:20Value refered to 
IT092 w{1}
Colour
Monthly
Grab/spot sample
No information
twenty-three times 10, 
20
2020A 
sampling period
eleven times 20
Report 3 measurements, all 
Measurement is N.P. 1:20: not percepible with diluition 
IT096 w{1}
Colour
Yearly
Grab/spot sample
No information
N.P. 1:20
APAT CNR IRSA 2020 Man 29 2003
equal to 20
1:20Value refered to sampling period
20/ 28 / 24       1/m;20/ 28 / 
24-hour flow proportional composite 
[m-1] (SAC:436nm; 525; 
M1: 32/30/35; M2: 32/29/33;M1: 46/15/8; M2: 
AT005 w{1}
Colour
Twice per year
 // 
24       1/m;20/ 28 / 24       
DIN EN ISO 7887;DIN EN ISO 7887;DIN EN ISO 7887
sample
620nm)
39/52/61;M1: 35/32/36; M2: 33/21/16
1/m
2
84

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