28 mg/kg dw; 50 m downstream from confluence rivers; large river; 1 sample; dl: 5 mg/kg dw
2004
Flow rate of final river
LDA-49
0.16
3.05
889 (90P)
944
989
1,190-7,500 (500-1000 m upstream from plant (high geogen and antropogen backgrounds due to lead and zinc smelters)
400-3000 (old data, 250 m SE of plant)
2000
low flow rate small river
LDA-49
0.038
0.42
123 (90P)
178
223
NA
NA
2000
low flow rate large (final) river
LDA-52
0.038
9.2
2687 (avg)
NA
NA
2000
LDA-52
0.0003
0.16
47.0 (avg)
102
125
NA
NA
2000
Country-specific bg sediment = 78.4 mg/kg dw
LDA-53
0.0003
2.76
806.07
NA
NA
2000
LDA-53
0.0003
0.05
15.96
71
94
NA
NA
Country-specific bg sediment = 78.4 mg/kg dw
LDA-54
0.039
0.02
(ss:0.004)
5.37
(ss:1.03)
61
(ss: 56)
105
NA
NA
2000
LDA-55
0.039
7.7
2257(avg)
NA
NA
2000
LDA-55
2.29
0.18
53.5 (avg)
109
137
NA
NA
2000
Country-specific bg sediment = 83.3 mg/kg dw
LDA-57
2.29
1.21
768 (avg)
409
454
NA
NA
2000
Closed in 2003
LDA-58
0.06
0.12
(ss:0.002)
34.9
(ss:0.53)
90
(ss: 56)
118
NA
NA
2000
Country-specific bg sediment = 83.3 mg/kg dw
LDA-59
0.05
9.21
2687(90P)
2742
2787
NA
NA
2000
Plant is closed during RA process
LDA-60
0.05
2.76
806 (90P)
NA
NA
2000
LDA-60
0.05
0.29
85.1 (avg)
141
185
NA
NA
2000
LDA-61
0.038
5.34
1558 (avg)
NA
NA
2000
LDA-61
0.0003
0.055
16.0 (avg)
71
116
NA
NA
2000
LDA-62
0.0003
0.18
53.7 (avg)
NA
NA
2000
LDA-62
0.039
0.00044
0.13 (avg)
56
100
NA
NA
2000
LDA-64
0.039
11.02
3213 (avg)
NA
NA
2000
LDA-64
6.7
0.058
16.9 (90P)
72
117
NA
NA
2000
LDA-71
6.7
12.6
15584 (90P)
NA
NA
2000
LDA-71
0.1
1.96
570.7
626
671
NA
NA
2000
LDA-72
0.06
0.23
66.0
121
166
LDA-96
0.05
0.53
887.43
943
966
NA
NA
Country-specific bg sediment = 78.4 mg/kg dw
LDA-97
0.05
0.15
43.5
NA
NA
LDA-97
0.05
0.02
6.5
62
85
NA
NA
Country-specific bg sediment = 78.4 mg/kg dw
LDA-102
0.07
0.17
50.5
NA
NA
2000
LDA-102
0.07
0.027
7.87
63
108
NA
NA
2000
Lead oxide production (4 sites)
An overview of the calculated local Pb concentrations in the aquatic compartment (water and sediment) is presented in Table 3.1.5-7, Table 3.1.5-8. From these tables it can be concluded that for Pb oxide producers in Europe:
Daily emissions to surface water vary between 0.0013 kg Pb/d (LDA-20) and 0.055 kg Pb/d (LDA-22). Most companies stated however that during lead oxide production no contaminated water is generated since it concerns a total 'dry' process. The waste water emitted by these companies is mainly treated rainwater from the site and/or water from cleaning operations. LDA-20 states that it discharges their waste water to a municipal STP. For this site two scenarios have been performed; one without STP (direct discharge, worst case situation) and one with municipal STP (after STP, real case).
The on-site WWTP lead removal efficiency is not available for site LDA-22. For other sites, no on-site treatment is taken place. For the municipal sewage treatment plant a removal efficiency of 84% is assumed.
Total Pb concentrations in effluent vary between 0.00062 mg/l (LDA-21, sea) and 1.02 mg/l (LDA-22). Taking into account the real case situation i.e. a second treatment step in a municipal STP for site LDA-20 the Pb concentration in effluent is reduced to 4.89E-07 mg/l (removal of Pb and additional dilution in STP).
Dilution factors vary between 10 (default fresh water) and 1000 (maximum site specific dilution factor). The real site specific dilution factor for site LDA-22 is 58,881. Site specific dilution factors were derived for 2 sites.
Added local dissolved Pb concentrations in water vary between 1.85E-07 µg/l (LDA-20, sea after STP treatment, default dilution factor) and 0.19 µg/l (LDA-22, river, maximum site specific dilution factor). Taking into account the real dilution factor for site LDA-22 lowers the concentration to 0.003 µg/l. The Pb concentrations in surface water due to direct discharge of effluents that are eventually treated in a STP are not considered (no real cases). Calculated PECtotal levels in surface water vary between 0.05 µg/l (regional background marine environment = 0.05 µg/l) and 0.73 µg/l.
Added local Pb concentrations in sediment vary between 0.0003 mg/kg dw (LDA-20, sea after STP treatment, default dilution factor) and 54.8 mg/kg dw (LDA-22, river, site specific dilution factor). Taking into account the real dilution factor for site LDA-22 lowers the concentration to 0.93 mg/kg dw. Calculated PECtotal levels in sediment vary between 55 mg/kg dw and 110 mg/kg dw (scenario 1; regional background modelled = 55.4 mg/kg dw, no historic contamination). Calculated PECtotal levels in sediment vary between 53.2 mg/kg dw and 138 mg/kg dw (scenario 2; measured regional background, includes historic contamination).
Measured Pb concentrations in surface water are available for LDA-22. Upstream and downstream Pb concentrations of 7.8 µg/l (90P value) (average: 5.2 µg/l (min-max: 2-14 µg/l, 12dp, 1995-1996, assumed total lead)) and 8.9 µg/l (90P value) (average: 5.6 µg/l (min-max: 2-12 µg/l, 12dp, 1995-1996, assumed total lead) respectively were reported.
Measured Pb concentrations in sediment are availablefor LDA-22. Upstream and downstream Pb concentrations of 53.1 mg/kg (90P value) (average: 34.5 mg/kg, (min-max: 13-60 mg/kg, 4dp, 95-96, 2000, 2001, 30km upstream from plant) and 78.7 mg/kg (90P value) (average: 56.0 mg/kg, (min-max: 28-79 mg/kg, 4dp, 95-96, 2000, 2001, 30km downstream from plant)) respectively were reported.