The requester asked for all waste and environmental monitoring reports for the Turkeylands landfill facilities, and the Department of Environment, Food and Agriculture disclosed all requested information.
Key Facts
The request was received on 11 November 2021 and responded to on 14 January 2022.
The authority released 450 pages of documents in total.
The disclosed documents include an updated impact assessment of discharges on the marine environment from November 2016.
The response was issued by the Freedom of Information Co-ordinator at the Corporate Services Directorate.
The requester was informed of their right to an internal review or appeal to the Information Commissioner.
Data Disclosed
2084509
2021-11-11
2022-01-14
450
2
November 2016
05.12.16
IM4 3AS
IM9 3DW
01624 685854
Original Request
Please can you provide copies of all the waste and environmental monitoring reports provided to DEFA or written by DEFA for the various landfill facilities at Turkeylands.
Data Tables (387)
NTL
Pad run-off
OTL Cells
Total
Q1
Q2
Q3
Average (m3/d)
159
100
17.3
276.3
Instantaneous (l/s)
30
7.5
2.4
39.9
Dai
ly
pu
mp rem
oved:
Cu
mulativ
e
bre
akdow
ns etc
.
p
ump m
oved
t
o news
17.7.1
ump
6
mete
ring su
afte
spend
r 31.7.
ed
15
Daily
Cumula
tive
Daily 2
016
cumula
tive
Value
Units
Average annual rainfall (Ronaldsway, NTL Environmental Statement)3
867
mm/a
Annual effective rainfall (calculated from Ronaldsway monthly data)
526
mm/a
Combined area of landfill cells A, B and C
12,001
m2
Annual leachate generation, average [0.526m x 12,001m2]
6,313
m3/a
Equivalent daily average leachate generation
17.3
m3/d
Assumed period for daily discharge via pad sump
2
hours/day
Instantaneous rate to accommodate annual average generation
2.4
litres/sec
Units
OTL Cell A
OTL Cell A
recent
Pad sump
recent
NTL sump
Toxicity
initial
discharge
test eluate
2009/10
recent
“BA3”
Q3
Q3
Q2
Q1
unsieved
COD
mg/l
>500
70
25 - 50
370
NH4-N
mg/l
~20
10
0.5
0.5
8.4
As
µg/l
20 - 80
15 - 30
1 - 10
1 - 10
14
Sb
µg/l
20 - 40
50 -100
no results
2 - 5
2.4
Pb
µg/l
15
2 - 4
<1
<1
450
Zn
µg/l
35
10 - 100
15 (2 - 40)
6 - 90
430
Ni
µg/l
40 - 100
10 - 80
2
10
<10
Mo
µg/l
500 - 900
450 - 650
85 (30 -120)
5 - 20
140
Cu
µg/l
100 - 200
100 - 500
18 (4 - 50)
14 (5 - 55)
140
Se
µg/l
100 - 300
5 - 80
no results
2 - 30
42
Cr
µg/l
6 - 8
0 - 7
14 (5 - 30)
1 - 4
2
Note: NH -N values derived from the raw data sets, because not included in Table 4.1 of 2014-15
4
review
OTL Cell A
recent
Pad sump
recent
Source flows, average
Q1
m3/d
159
159
159
159
159
159
159
Q2
m3/d
100
100
100
100
100
100
100
Q3
m3/d
17.3
17.3
17.3
17.3
17.3
17.3
17.3
Mixing zone
velocity, x
m/s
0.1
0.1
0.1
0.2
0.2
0.4
0.4
y
m
50
100
150
100
150
100
150
z
m
2
3
4
3
4
3
4
Area [y*z]
m2
50
150
300
150
300
150
300
Marine
Flux
m3/d
432,000
1,296,000
2,592,000
2,592,000
5,184,000
5,184,000
10,368,000
Dilution Factors
NTL quarry
Q1
2,717
8,151
16,302
16,302
32,604
32,604
65,208
Pad
Q2
4,320
12,960
25,920
25,920
51,840
51,840
103,680
OTL cells
Q3
24,971
74,913
149,827
149,827
299,653
299,653
599,306
Source flows, instantaneous
Q1
litres/sec
30
30
30
30
30
30
30
Q2
litres/sec
7.5
7.5
7.5
7.5
7.5
7.5
7.5
Q3
litres/sec
2.40
2.40
2.40
2.40
2.40
2.40
2.40
Mixing zone
velocity, x
m/s
0.1
0.1
0.1
0.2
0.2
0.4
0.4
y
m
50
100
150
100
150
100
150
z
m
2
3
4
3
4
3
4
Area [y*z]
m2
50
150
300
150
300
150
300
Marine Flux
m3/s
5
15
30
30
60
60
120
Dilution Factors
NTL quarry
Q1
167
500
1,000
1,000
2,000
2,000
4,000
Pad
Q2
667
2,000
4,000
4,000
8,000
8,000
16,000
OTL cells
Q3
2,083
6,250
12,500
12,500
25,000
25,000
50,000
Dilution
factor for
discharge
Naphthalene
NH -N
4
COD
As
Sb
Pb
Zn
Ni
Mo
Cu
Se
Cr
S
elect average or instan
taneous:
Ave
ug/l
mg/l
mg/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
Q1
Discharge quality of NTL quarry sump
2,717
0.03
0.5
50
10
5
1
90
10
20
55
30
4
Source term
concentrations
Q2
Discharge quality of pad sump
4,320
0.01
0.5
100
10
1
40
2
120
50
30
Q3
Discharge quality of OTL landfill cells
24,971
0.02
10
70
30
100
4
100
80
650
500
80
7
Mixing Zone
Original required dilution factor
200
Process contribution
to seawater quality
Q1 NTL process contribution, PC1
0.0000
0.000
0.018
0.004
0.002
0.000
0.033
0.004
0.007
0.020
0.011
0.001
Q2 Pad process contribution, PC2
0.000002
0.000
0.023
0.002
0.000
0.000
0.009
0.000
0.028
0.012
0.000
0.007
Q1 OTL cells process contribution, PC3
0.000001
0.000
0.003
0.001
0.004
0.000
0.004
0.003
0.026
0.020
0.003
0.000
Combined process contribution, PCtot
0.00001
0.001
0.044
0.007
0.006
0.001
0.046
0.007
0.061
0.052
0.014
0.009
Compare with EQS for saltwater:
2
0.42
30
25
5
1.3
6.8
8.6
70
3.76
10
0.6
Background quality
and EQS values
Compare with background: (1) Carter, 1999
<1
12
8
15
4
Compare with background: (2) EPU, 2008
1.59
0.119
1.42
0.34
<30
0.49
<0.5
Increase, PC, as % of EQS
0.001%
0.2%
0.1%
0.03%
0.1%
0.1%
0.7%
0.1%
0.1%
1.4%
0.1%
1.4%
Does predicted conc exceed EQS?
No
No
No
No
No
No
No
No
No
No
No
No
Does impact exceed
acceptibility criteria?
Does PC exceed 10% of EQS?
No
No
No
No
No
No
No
No
No
No
No
No
Dilution
factor for
discharge
Naphthalene
NH -N
4
COD
As
Sb
Pb
Zn
Ni
Mo
Cu
Se
Cr
S
elect average or instan
taneous:
Inst
ug/l
mg/l
mg/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
Q1
Discharge quality of NTL quarry sump
167
0.03
0.5
50
10
5
1
90
10
20
55
30
4
Source term
concentrations
Q2
Discharge quality of pad sump
667
0.01
0.5
100
10
1
40
2
120
50
30
Q3
Discharge quality of OTL landfill cells
2,083
0.02
10
70
30
100
4
100
80
650
500
80
7
Mixing Zone
Original required dilution factor
200
Process contribution
to seawater quality
Q1 NTL process contribution, PC1
0.0002
0.003
0.300
0.060
0.030
0.006
0.540
0.060
0.120
0.330
0.180
0.024
Q2 Pad process contribution, PC2
0.000015
0.001
0.150
0.015
0.000
0.002
0.060
0.003
0.180
0.075
0.000
0.045
Q1 OTL cells process contribution, PC3
0.000010
0.005
0.034
0.014
0.048
0.002
0.048
0.038
0.312
0.240
0.038
0.003
Combined process contribution, PCtot
0.00020
0.009
0.484
0.089
0.078
0.009
0.648
0.101
0.612
0.645
0.218
0.072
Compare with EQS for saltwater:
2
0.42
30
25
5
1.3
6.8
8.6
70
3.76
10
0.6
Background quality
and EQS values
Compare with background: (1) Carter, 1999
<1
12
8
15
4
Compare with background: (2) EPU, 2008
1.59
0.119
1.42
0.34
<30
0.49
<0.5
Increase, PC, as % of EQS
0.010%
2.0%
1.6%
0.36%
1.6%
0.7%
9.5%
1.2%
0.9%
17.2%
2.2%
12.1%
Does predicted conc exceed EQS?
No
No
No
No
No
No
No
No
No
No
No
No
Does impact exceed
acceptibility criteria?
Does PC exceed 10% of EQS?
No
No
No
No
No
No
No
No
No
YES
No
YES
Dilution
factor for
discharge
Naphthalene
NH -N
4
COD
As
Sb
Pb
Zn
Ni
Mo
Cu
Se
Cr
S
elect average or instan
taneous:
Inst
ug/l
mg/l
mg/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
ug/l
Q1
Discharge quality of NTL quarry sump
250
0.03
0.5
50
10
5
1
50
10
20
14
30
2
Source term
concentrations
Q2
Discharge quality of pad sump
1,000
0.01
0.5
100
10
1
15
2
120
18
14
Q3
Discharge quality of OTL landfill cells
3,125
0.02
10
70
30
100
4
50
80
650
250
80
4
Mixing Zone
Original required dilution factor
200
Process contribution
to seawater quality
Q1 NTL process contribution, PC1
0.0001
0.002
0.200
0.040
0.020
0.004
0.200
0.040
0.080
0.056
0.120
0.008
Q2 Pad process contribution, PC2
0.000010
0.001
0.100
0.010
0.000
0.001
0.015
0.002
0.120
0.018
0.000
0.014
Q1 OTL cells process contribution, PC3
0.000006
0.003
0.022
0.010
0.032
0.001
0.016
0.026
0.208
0.080
0.026
0.001
Combined process contribution, PCtot
0.00014
0.006
0.322
0.060
0.052
0.006
0.231
0.068
0.408
0.154
0.146
0.023
Compare with EQS for saltwater:
2
0.42
30
25
5
1.3
6.8
8.6
70
3.76
10
0.6
Background quality
and EQS values
Compare with background: (1) Carter, 1999
<1
12
8
15
4
Compare with background: (2) EPU, 2008
1.59
0.119
1.42
0.34
<30
0.49
<0.5
Increase, PC, as % of EQS
0.007%
1.4%
1.1%
0.24%
1.0%
0.5%
3.4%
0.8%
0.6%
4.1%
1.5%
3.9%
Does predicted conc exceed EQS?
No
No
No
No
No
No
No
No
No
No
No
No
Does impact exceed
acceptibility criteria?
Does PC exceed 10% of EQS?
No
No
No
No
No
No
No
No
No
No
No
No
Old Turkeyland IBA processing facility Waste Disposal Licence WDL/04/2010/V1
NTL Discharge Licence WPA/07/2008
Old Turkeyland landfill Waste Disposal Licence WDL/05/2003/V3
Table 1. Waste acceptance testing at OTL IBA processing facility
Waste type
Parameters
Limits
Frequency
Matured IBA from processing facility
Suite A on 10:1
aqueous eluate
none set
monthly
Matured IBA from processing facility
Suite A on BS
EN12457-4 aqueous
eluate
none set
6-monthly
Table 2. Discharge via sea outfall, from IBA processing facility at OTL
Location
Parameters
Limits
Frequency
Run-off sump, maturation pad
Suite A
As - 25 µg/l
Cd – 2.6µg/l
Cr – 6µg/l
Cu – 200µg/l
Pb – 1,000µg/l
Hg – 2µg/l
Mo – 900µg/l
Ni - 30µg/l
Zn (total) – 2,000µg/l
TSS – 100mg/l
pH 5 – 11.4
Monthly
Discharge from maturation pad to sea
outfall WPA/07/2008
Flow totaliser; pump
hours run
0.56 litres/second;
9m3/d continuous;
25m3/d limited to two
days per week, and only
when NTL not
discharging IBA affected
leachate.*
Daily
Table 3. Leachate level monitoring at OTL landfill
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Limits
Frequency
OTL, Cell A, Monitoring points A1, B1, C1
Leachate elevation
none set
monthly
Table 4. Leachate quality monitoring and emission monitoring at OTL landfill
Monitoring point description, as
identified on Drg 8TS001A-03, WGS Ltd,
September 2013
Parameters
Limits
Frequency
OTL, Cell A, Monitoring points A1, B1, C1
Suite A
none set
6-monthly
OTL, Cell A, discharge via pad pipeline
Suite A
As - 25 µg/l
Cd – 2.6µg/l
Cr – 6µg/l
Cu – 200µg/l
Pb – 1,000µg/l
Hg – 2µg/l
Mo – 900µg/l
Ni - 30µg/l
Zn (total) – 2,000µg/l
TSS – 100mg/l
pH 5 – 11.4
monthly when implemented
Combined discharge from OTL landfill cells
to sea outfall WPA/07/2008
Flow totaliser
none set yet
All discharges
Table 5. Groundwater quality monitoring at OTL
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Reference levels
Frequency
OTL boreholes 1 to 5
Suite C plus Mo, Sb
and Se*
none set
quarterly
Table 6. Leachate level monitoring at NTL
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Limits
Frequency
NTL, leachate sump
Leachate elevation
none set
monthly*
Table 7. Leachate quality and emission monitoring at NTL
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Limits
Frequency
NTL, leachate sump
Suite A
none set
6-monthly
NTL, discharge from sump to marine outfall
Suite A
As - 25 µg/l
Cd – 2.6µg/l
Cr – 6µg/l
Cu – 200µg/l
Pb – 1,000µg/l
Hg – 2µg/l
Mo – 900µg/l
Ni - 30µg/l
Zn (total) – 2,000µg/l
TSS – 100mg/l
pH 5 – 11.4
monthly
Discharge from NTL sump to sea outfall
WPA/07/2008
Flow totaliser; pump
hours run
16m3/d for two days per
week*
All discharges
Table 8. Surface water quality monitoring at NTL
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Reference levels
Frequency
Three inshore marine sampling locations
(‘pipe’, ‘north’ and ‘south’) as identified on
Drg SLP1 Sample Locations Plan,
30.03.16
Suite A
none set
quarterly
Table 9. Groundwater quality monitoring at NTL
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Reference levels
Frequency
NTL upgradient boreholes BH A and B
Suite A.
As – tbd*
Bisphenol-A tbd
BOD – 30mg/l
Cd - 5µg/l
Cu - 20µg/l
Hg - 5µg/l
Mo - 5µg/l
Naphthalene – tbd
Ni - 20µg/l
NH4-N – 0.25mg/l
Pb - 6µg/l
Sb – tbd
Se – tbd
Zn - 150µg/l
quarterly
NTL downgradient boreholes BH C, D and
E
Suite A.
As – tbd
Bisphenol-A tbd
BOD – tbd
Cd - 5µg/l
Cu - 20µg/l
Hg - 5µg/l
Mo - 400µg/l
Naphthalene – tbd
Ni - 20µg/l
NH4-N – 0.6mg/l
Pb - 5µg/l
Sb – tbd
Se – tbd
Zn - 100µg/l
quarterly
Table 10. Surface water quality monitoring of Santon Burn
Monitoring point description, as
identified on Drg SLP1 Sample
Locations Plan, 30.03.16
Parameters
Reference levels
Frequency
Three locations:
Upstream of fissure discharge
Fissure discharge
Downstream of fissure discharge
Suite C
none set
quarterly
Refer to Monitoring Programme details for analytical suites to be tested
Chain of custody information
Quarter
Month
Sample Ref
Domain sampled
Test
ycneuqerf
Suite
Date/time
done
Duration
of task
(hours)
Sampling:
Internal or
external?
Done by:
[Name]
Name of
laboratory
Date sample
sent to lab
Date lab
results
received
Lab
refernce
Comment
Q1
January
Q1J141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
29/01/2016
1
Internal
MT
SAL
30/01/2016
18/02/2016
544944
Q1J142
Matured IBA from OTL processing facility
External CEN leaching test
2/a
Suite A
29/01/2016
0.5
Internal
MT
SAL
30/01/2016
18/02/2016
544944
Q1J143
Discharge from Concrete pad
Sample for quality testing
M
Suite A
29/01/2016
1
Internal
MT
SAL
30/01/2016
18/02/2016
544944
Q1J144
OTL landfill cells
Leachate level monitoring
M
29/01/2016
0.5
Internal
MT
N/A
OTL groundwater boreholes Dip level and sample for quality testing Q Suite C External Gov't Gov't
Q1J146
NTL leachate sump
Dip level
M
29/01/2016
0.5
Internal
MT
N/A
NTL groundwater boreholes Dip level and sample for quality testing Q Suite A External Gov't Gov't
Santon Burn Water quality Q External Gov't Gov't
Q1J148
Discharge from NTL sump
Sample for quality testing
M
Suite A
29/01/2016
1
Internal
MT
SAL
30/01/2016
18/02/2016
544944
Q1J149
NTL marine water quality pipe
Sample for quality testing
Q
Suite A
29/01/2016
1
Internal
MT
SAL
30/01/2016
18/02/2016
546277
Q1J150
NTL marine water quality north
Sample for quality testing
Q
Suite A
29/01/2016
1
Internal
mt
sal
30/01/2016
18/02/2016
546277
Q1J151
NTL marine water qualitysouth
Sample for quality testing
Q
Suite A
29/01/2016
1
Internal
mt
sal
30/01/2016
18/02/2016
546277
February
Q1F141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
29/02/2016
1
Internal
MT
SAL
30/02/16
14/03/2016
552578
Q1F142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
29/02/2016
1
Internal
MT
SAL
30/02/16
14/03/2016
552578
Q1F143
OTL landfill cells
Leachate level monitoring
M
29/02/2016
0.5
Internal
MT
N/A
Q1F144
NTL leachate sump
Dip level
M
29/02/2016
Q1F145
Discharge from NTL sump
Sample for quality testing
M
Suite A
29/02/2016
1
Internal
MT
SAL
30/02/16
14/03/2016
552578
March
Q1M141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
06/04/2016
1
Internal
MT
SAL
07/04/2016
20/04/2016
561536
Q1M142
OTL pad run-off collection sump
Sample for quality testing
M
Suite A
06/04/2016
1
Internal
MT
SAL
07/04/2016
20/04/2016
561536
Q1M143
OTL landfill cells
Leachate level monitoring
M
06/04/2016
0.5
Internal
MT
Q1M144
NTL leachate sump
Dip level
M
06/04/2016
0.5
Internal
MT
Q1M145
Discharge from NTL sump
Sample for quality testing
M
Suite A
06/04/2016
1
Internal
MT
SAL
07/04/2016
20/04/2016
561536
Q2
April
Q2A141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
19/04/2016
1
Internal
MT
sal
20/04/2016
09/05/2016
564935
Q2A142
Matured IBA from OTL processing facility
External CEN leaching test
2/a
Suite A
21/04/2016
1
Internal
MT
sal
21/04/2016
10/05/2016
565333
Q2A143
Discharge from Concrete pad
Sample for quality testing
M
Suite A
20/04/2016
1
Internal
MT
sal
20/04/2016
09/05/2016
564935
Q2A144
OTL landfill cells
Leachate level monitoring
M
0.5
Internal
MT
Q2A145
OTL landfill cell A
Leachate sample to external lab
6/a
Suite A
20/04/2016
0.5
Internal
MT
sal
20/04/2016
09/05/2016
564935
Q2A146
OTL landfill cell B
Leachate sample to external lab
6/a
Suite A
20/04/2016
0.5
Internal
MT
sal
20/04/2016
09/05/2016
564935
Q2A147
OTL landfill cell C
Leachate sample to external lab
6/a
Suite A
20/04/2016
0.5
Internal
MT
sal
20/04/2016
09/05/2016
564935
OTL groundwater boreholes Dip level and sample for quality testing Q Suite C External Gov't Gov't
Q2A149
NTL leachate sump
Dip level
M
0.5
Internal
MT
NTL groundwater boreholes Dip level and sample for quality testing Q Suite A External Gov't Gov't
Santon Burn Water quality Q External Gov't Gov't
Q2A152
Discharge from NTL sump
Sample for quality testing
M
Suite A
20/04/2016
1
Internal
MT
sal
20/04/2016
09/05/2016
564935
Q2A153
NTL marine water quality pipe
Sample for quality testing
Q
Suite A
21/04/2016
1
Internal
mt
sal
21/04/2016
10/05/2016
565333
Q2A154
NTL marine water quality north
Sample for quality testing
Q
Suite A
21/04/2016
1
Internal
mt
sal
21/04/2016
10/05/2016
565333
Q2A155
NTL marine water qualitysouth
Sample for quality testing
Q
Suite A
21/04/2016
1
Internal
mt
sal
21/04/2016
10/05/2016
565333
May
Q2M141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
02/06/2016
1
Internal
MT
SAL
03/06/2016
15/06/2016
575462
Q2M142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
02/06/2016
1
Internal
MT
SAL
03/06/2016
15/06/2016
575462
Q2M143
OTL landfill cells
Leachate level monitoring
M
0.5
Internal
MT
Q2M144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q2M145
Discharge from NTL sump
Sample for quality testing
M
Suite A
02/06/2016
1
Internal
MT
SAL
03/06/2016
15/06/2016
575462
June
Q2J141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
06/06/2016
1
Internal
MT
sal
07/06/2016
22/07/2016
584091
Q2J142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
06/06/2016
1
Internal
MT
sal
07/06/2016
22/07/2016
584091
Q2J143
OTL landfill cells
Leachate level monitoring
M
06/06/2016
0.5
Internal
MT
Q2J144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q2J145
Discharge from NTL sump
Sample for quality testing
M
Suite A
06/06/2016
1
Internal
MT
sal
07/06/2016
22/07/2016
584091
Q3
July
Q3J141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
06/08/2016
1
Internal
MT
sal
10/08/2016
19/08/2016
591046
Q3J142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
06/08/2016
1
Internal
MT
sal
10/08/2016
19/08/2016
591046
Q3J143
OTL landfill cells
Leachate level monitoring
M
06/08/2016
0.5
Internal
MT
Q3J144 OTL groundwater boreholes Dip level and sample for quality testing Q Suite C External Gov't Gov't
Q3J145
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q3J146 NTL groundwater boreholes Dip level and sample for quality testing Q Suite A External Gov't Gov't
Santon Burn Water quality Q External Gov't Gov't
Q3J147
Discharge from NTL sump
Sample for quality testing
M
Suite A
06/08/2016
1
Internal
MT
sal
10/08/2016
19/08/2016
591046
Q3J148
NTL marine water quality pipe
Sample for quality testing
Q
Suite A
06/08/2016
1
Internal
mt
sal
10/08/2016
19/08/2016
591046
Q3J149
NTL marine water quality north
Sample for quality testing
Q
Suite A
06/08/2016
1
Internal
mt
sal
10/08/2016
19/08/2016
591046
Q3J150
NTL marine water quality south
Sample for quality testing
Q
Suite A
06/08/2016
1
Internal
mt
sal
10/08/2016
19/08/2016
591046
August
Q3A141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
29/09/2016
1
Internal
MT
sal
29/09/2016
14/10/2016
604282
Q3A142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
29/09/2016
1
Internal
MT
sal
29/09/2016
14/10/2016
604282
post silt storage
Q3A143
OTL landfill cells
Leachate level monitoring
M
29/09/2016
0.5
Internal
MT
Q3A144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q3A145
Discharge from NTL sump
Sample for quality testing
M
Suite A
29/09/2016
1
Internal
MT
sal
29/09/2016
14/10/2016
604282
September
Q3S141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
05/10/2016
1
Internal
MT
sal
05/10/2016
24/10/2016
605668
Q3S142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
05/10/2016
1
Internal
MT
sal
05/10/2016
24/10/2016
605668
Q3S143
OTL landfill cells
Leachate level monitoring
M
0.5
Internal
MT
Q3S144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q3S145
Discharge from NTL sump
Sample for quality testing
M
Suite A
05/10/2016
1
Internal
MT
sal
05/10/2016
24/10/2016
605668
Q4
October
Q4O141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O142
Matured IBA from OTL processing facility
External CEN leaching test
2/a
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O143
Discharge from Concrete pad
Sample for quality testing
M
Suite A
04/11/2016
0.5
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O144
OTL landfill cells
Leachate level monitoring
M
04/11/2016
0.5
Internal
MT
04/11/2016
22/11/2016
Q4O145
OTL landfill cells
Leachate sample to external lab
6/a
Suite A
04/11/2016
0.5
external
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O146
OTL landfill cells
Leachate sample to external lab
6/a
Suite A
04/11/2016
0.5
external
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O147
OTL landfill cells
Leachate sample to external lab
6/a
Suite A
04/11/2016
0.5
external
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O148 OTL groundwater boreholes Dip level and sample for quality testing Q Suite C External Gov't Gov't
Q4O149
NTL leachate sump
Dip level
M
internal
MT
Q4O150 NTL groundwater boreholes Dip level and sample for quality testing Q Suite A External Gov't Gov't
Santon Burn Water quality Q External Gov't Gov't
Q4O151
Discharge from NTL sump
Sample for quality testing
M
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O152
NTL marine water quality-pipe
Sample for quality testing
Q
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O153
NTL marine water quality-north
Sample for quality testing
Q
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
Q4O154
NTL marine water quality-south
Sample for quality testing
Q
Suite A
04/11/2016
1
Internal
MT
sal
04/11/2016
22/11/2016
611971-1
November
Q4N141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
09/12/2016
1
Internal
MT
sal
09/12/2016
22/12/2016
620409-1
Q4N142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
09/12/2016
1
Internal
MT
sal
09/12/2016
22/12/2016
620409-1
Q4N143
OTL landfill cells
Leachate level monitoring
M
0.5
Internal
MT
Q4N144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q4N145
Discharge from NTL sump
Sample for quality testing
M
Suite A
09/12/2016
1
Internal
MT
sal
09/12/2016
22/12/2016
620409-1
December
Q4D141
Matured IBA from OTL processing facility
On site 10:1 aqueous leaching test
M
Suite A
20/01/2017
1
Internal
MT
sal
20/01/2017
07/02/2017
628997-1
result looks like Pad sample
Q4D142
Discharge from Concrete pad
Sample for quality testing
M
Suite A
20/01/2017
1
Internal
MT
sal
20/01/2017
07/02/2017
628997-1
Q4D143
OTL landfill cells
Leachate level monitoring
M
0.5
Internal
MT
Q4D144
NTL leachate sump
Dip level
M
0.5
Internal
MT
Q4D145
Discharge from NTL sump
Sample for quality testing
M
Suite A
20/01/2017
1
Internal
MT
sal
20/01/2017
07/02/2017
628997-1
result looks like LS10 sample
Location
Location detail
Sample
type
i.d.
Sample
date
Lab
suite
SAL code
Alkalinity
expressed
as CaCO3
Aluminium
Ammoniac
al nitrogen
As
(Dissolved)
Ba
(Dissolved)
Biochem
Oxygen
Demand
Calcium
Cd
(Dissolved)
Chemical
Oxygen
Demand
Chloride
Cr
(Dissolved)
Cu
(Dissolved)
Cyanide
(Total)
Electrical
Cond'y
Fe, Iron
Fluoride
Hg (Total)
K,
Potassium
Mg
Mn
(Dissolved)
Mo (Total)
Na,
Sodium
Ni
(Dissolved)
Nitrate
Nitrite
Nitrogen
(Kjeldahl)
Pb
(Dissolved)
pH
Sb
(Dissolved)
Se
(Dissolved)
Sn, Tin
SO4
(Total)
Suspende
d solids
Thallium
Total
Organic
Carbon
V
(Dissolved)
Zn
(Dissolved)
Zn (Total)
mg/l
mg/l
mg/l
ug/l
ug/l
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
uS/cm
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
ug/l
mg/l
mg/l
mg/l
ug/l
5 - 11.4
ug/l
ug/l
mg/l
mg/l
mg/l
mg/l
mg/l
ug/l
ug/l
ug/l
Discharge
Consent limits on discharge
25
2.6
6
200
2.0
900
30
1000
11.4
2000
OTL pad
On site LS10
Eluate
141
21-Jan-15
A
451652 001
80
8
<0.05
2
27
<3
110
0.06
8
97
2
9.2
<0.05
930
<0.01
<0.05
0.07
47
<1
<1
43
65
6
1.6
<0.1
<10
<0.3
9.1
41
7.6
<0.01
250
<0.04
<1
10
9
OTL pad
On site LS10
Eluate
141
24-Feb-15
A
459690 001
100
5.5
<0.05
1.9
50
14
70
0.05
31
320
23
71
<0.05
4200
<0.01
<0.05
<0.05
110
<1
<1
66
120
1
0.9
<0.1
<10
<0.3
8.1
15
6.8
<0.01
150
<0.04
7
21
<2
OTL pad
On site LS10
Eluate
141
24-Mar-15
466726 001
140
17
0.25
1.6
31
<3
48
0.06
27
240
6
200
<0.05
1300
<0.01
<0.05
0.06
91
<1
4
73
75
2
<0.5
<0.1
<10
0.3
10.3
20
8.7
<0.01
98
<0.04
4
21
<2
OTL pad
On site LS10
Eluate
141
20-Apr-15
472673 001
250
11
<0.05
1.7
170
<3
43
0.08
24
260
14
49
<0.05
1300
<0.01
<0.05
0.05
86
<1
<1
88
73
1
<0.5
<0.1
<10
0.5
11.2
9
9.9
<0.01
66
<0.04
8
33
5
OTL pad
On site LS10
Eluate
141
20-May-15
480688 001
150
14
<0.05
1.6
90
<3
40
0.1
15
260
12
40
<0.05
1400
<0.01
<0.05
0.12
82
<1
<1
160
100
<1
<0.5
<0.1
<10
2
11.6
22
7.7
<0.01
83
<0.04
2
17
8
OTL pad
On site LS10
Eluate
141
30-Jun-15
491292 001
170
26
0.13
<0.2
62
<3
69
<0.02
5
230
7
49
<0.05
1100
<0.01
<0.05
<0.05
110
<1
<1
85
95
<1
<0.5
<0.1
<10
0.5
11
33
4.5
<0.01
110
<0.04
3
17
4
OTL pad
On site LS10
Eluate
141
31-Jul-15
499011 001
160
20
0.15
1.1
61
<3
61
0.06
20
260
4
32
<0.05
1000
<0.01
<0.05
<0.05
110
<1
2
92
95
<1
<0.5
<0.1
<10
0.6
10.9
15
3.6
0.05
140
<0.04
3
17
<2
OTL pad
On site LS10
Eluate
141
07-Sep-15
508028 001
160
37
<0.05
<0.2
81
<3
140
<0.02
25
460
<1
11
<0.05
2200
<0.01
<0.05
0.24
130
<1
<1
140
190
<1
<0.5
0.1
<10
<0.3
9.5
24
1.4
<0.01
230
<0.04
7
<2
<2
OTL pad
On site LS10
Eluate
141
28-Sep-15
514027 001
110
18
0.25
0.3
53
<3
120
0.04
29
310
3
33
<0.05
1700
<0.01
<0.05
0.08
86
<1
1
76
130
<1
<0.5
<0.1
<10
0.3
10.6
20
1.6
<0.01
200
<0.04
6
4
4
OTL pad
On site LS10
Eluate
141
03-Nov-15
523624 001
160
37
0.09
0.4
33
<3
43
0.07
18
320
5
28
<0.05
1700
<0.01
<0.05
0.58
120
<1
<1
99
170
1
0.7
<0.1
<10
<0.3
10.8
17
2.5
0.27
670
0.22
5
10
7
OTL pad
On site LS10
Eluate
141
07-Dec-15
533880 001
160
28
0.1
0.4
40
<3
70
0.07
20
340
2
16
<0.05
1700
<0.01
<0.05
0.18
120
<1
<1
110
170
<1
1.1
<0.1
<10
0.3
10.4
21
1.7
<0.01
150
-
<0.04
5
10
2
OTL pad
On site LS10
Eluate
141
22-Dec-15
536762 001
170
18
<0.05
1.4
16
3
65
0.03
26
270
4
16
<0.05
2100
<0.01
<0.05
0.11
85
<1
<1
66
140
<1
2.2
<0.1
<10
<0.3
11
16
4.1
<0.01
140
<0.04
5
14
5
OTL pad
On site LS10
Eluate
29-Jan-16
544944 001
50
1.1
<0.05
0.6
26
<3
330
0.11
18
38
<1
3.7
<0.05
1600
<0.01
<0.05
<0.05
30
7
29
40
32
<1
0.9
<0.1
<10
<0.3
8.4
25
2.1
<0.01
800
<0.04
11
<2
5
OTL pad
On site LS10
Eluate
29-Feb-16
552578 001
20
0.2
0.07
0.8
90
<3
320
0.12
27
570
<1
9.3
<0.05
3600
<0.01
0.4
0.24
260
<1
<1
160
280
<1
2.1
<0.1
<10
<0.3
9.8
4
9.5
<0.01
1000
<0.04
4
42
<2
OTL pad
On site LS10
Eluate
06-Apr-16
561536 001
120
20
0.13
0.4
25
<3
76
0.04
10
140
<1
14
<0.05
1000
<0.01
<0.05
0.13
67
<1
<1
58
64
<1
1.2
<0.1
<10
0.4
10.8
26
1.3
<0.01
120
<0.04
5
15
<2
OTL pad
On site LS10
Eluate
19-Apr-16
564935 001
90
19
0.34
<2.0
26
<3
74
3.0
<5
170
<10
26
<0.05
920
<0.01
<0.05
<0.50
61
<1
<10
38
67
<10
1.5
<0.1
<10
4.3
9.6
24
<5.0
<0.01
59
<10
<0.04
5
22
<20
9
OTL pad
On site LS10
Eluate
02-Jun-16
575462 001
160
5.5
0.29
0.5
45
<3
340
0.03
15
220
<1
2.4
<0.05
1900
<0.01
<0.05
0.63
64
6
2
80
86
<1
2
<0.1
<10
<0.3
8.4
45
2.3
<0.01
650
16
<0.04
9
<2
<2
30
OTL pad
On site LS10
Eluate
06-Jul-16
584091 001
150
13
0.11
0.3
80
<3
100
0.05
13
350
4
28
<0.05
1900
0.05
1.2
0.18
140
<1
<1
85
170
<1
1.1
<0.1
<10
1.9
11.1
13
1.6
<0.01
170
14
<0.04
5
13
8
15
OTL pad
On site LS10
Eluate
03-Aug-16
591046 001
120
16
<0.05
0.5
82
<3
92
0.05
17
340
3
15
<0.05
1900
<0.01
<0.05
0.14
130
<1
<1
83
130
<1
2.1
<0.1
<10
0.6
11.2
17
1.3
0.03
170
<10
<0.04
11
9
2
10
OTL pad
On site LS10
Eluate
29-Sep-16
604282 001
90
9.3
0.18
1.6
49
<3
290
0.07
22
400
1
11
0.05
2300
0.01
<0.05
<0.05
110
1
<1
69
180
2
11
0.1
<10
<0.3
8.8
33
7.1
<0.01
600
19
<0.04
6
3
<2
42
OTL pad
On site LS10
Eluate
05-Oct-16
605668 001
190
29
<0.05
<0.2
6
7
81
0.02
140
220
<1
2.9
<0.05
1400
0.16
<0.05
<0.05
65
<1
<1
11
150
<1
2.2
0.2
<10
<0.3
11.6
3
<0.5
0.02
120
<10
<0.04
8
<2
3
14
OTL pad
On site LS10
Eluate
06-Dec-16
620409 001
200
0.84
0.22
0.4
190
6
150
0.05
30
340
20
84
<0.05
2400
<0.01
<0.05
0.13
190
<1
<1
57
200
<1
3.6
<0.1
<10
13
11.6
1
3
<0.01
210
56
<0.04
6
11
15
160
OTL pad
On site LS10
Eluate
24-Jan-17
628997 001
100
1.4
0.07
0.8
20
<3
37
0.03
13
87
9
16
<0.05
660
0.02
0.42
0.06
28
2
1
8
60
<1
<0.5
<0.1
<10
1.1
10.5
4
0.5
<0.01
40
15
<0.04
12
3
6
74
OTL pad
On site LS10
Eluate
OTL pad
External CEN LS10
Eluate
142
20-Dec-12
A
312986
560
12
0.88
1.2
52
<3
250
0.03
<5
26
2
3
<0.05
1100
<0.01
<0.05
0.16
24
1.7
1
2
20
2
0.5
<0.1
<10
<0.3
7.4
46
2.6
0.3
640
<0.04
7
14
4
OTL pad
External CEN LS10
Eluate
142
22-Apr-13
A
328878
50
3.1
<0.05
2
17
<3
130
0.15
<5
37
19
7.9
<0.05
430
<0.01
<0.05
0.08
50
2.2
<1
42
70
1
0.7
<0.1
-
0.7
10.2
24
8.1
<0.01
370
<0.04
6
<2
OTL pad
External CEN LS10
Eluate
142
16-Oct-13
A
356189 002
50
2.7
<0.05
31
370
<3
160
33
<5
43
82
860
<0.05
420
0.04
<0.05
0.12
36
3
320
25
42
43
<0.5
<0.1
<10
2200
10.5
100
3
<0.01
440
<0.04
59
3700
OTL pad External CEN LS10 Eluate 14204-Dec-13 A 365344 002 70 7.9 0.1
110
4900
<3 91
79
5 48
230
14000
1100 0.48 <0.05 0.29 56 3.6
6600
46 170
120
<0.5 <0.1 <10
30000
10.8 210 5.3 <0.01 220 <0.04
160
23000
OTL pad
External CEN LS10
Eluate
142
30-Jan-14
A
377544 002
200
7.7
<0.05
27
230
<3
50
39
7
120
4
690
<0.05
1100
0.05
<0.05
0.51
95
2
260
100
110
31
<0.5
<0.1
<10
1400
11.6
150
15
<0.01
58
<0.04
54
3200
OTL pad
External CEN LS10
Eluate
142
30-May-14
A
398711 002
300
40
<0.05
2.4
150
<3
99
0.22
19
150
18
40
<0.05
1500
<0.01
<0.05
0.45
91
<1
<1
92
83
6
<0.5
<0.1
<10
8.8
11.7
36
11
<0.01
69
<0.04
9
19
67
OTL pad
External CEN LS10
Eluate
142
29-Oct-14
435250 001
110
6.4
<0.05
4.1
40
<3
200
0.07
6
130
34
11
<0.05
1100
<0.01
<0.05
0.08
76
<1
1
44
91
4
0.5
<0.1
<10
0.5
9.1
34
7.7
<0.01
500
<0.04
6
23
7
OTL pad
External CEN LS10
Eluate
142
21-Jan-15
A
451652 002
80
6.4
<0.05
3.4
39
<3
130
0.06
7
69
32
14
<0.05
1000
<0.01
<0.05
0.08
49
<1
3
30
55
3
<0.5
<0.1
<10
0.5
11
48
5
<0.01
290
<0.04
6
24
6
OTL pad
External CEN LS10
Eluate
142
31-Jul-15
499011 002
180
18
0.49
1
70
<3
160
0.07
10
220
40
31
<0.05
1200
<0.01
<0.05
0.07
110
<1
<1
71
99
1
<0.5
<0.1
<10
0.5
10.5
12
3.3
<0.01
300
<0.04
6
24
11
OTL pad
External CEN LS10
Eluate
142
03-Nov-15
523624 002
310
24
0.06
0.9
92
<3
81
0.15
35
270
31
26
<0.05
2000
<0.01
<0.05
0.66
110
<1
<1
92
140
<1
21
<0.1
<10
8.4
11.9
21
2.6
<0.01
79
<0.04
8
14
73
OTL pad
External CEN LS10
Eluate
29-Jan-16
544944 002
70
2.2
<0.05
1.2
32
<3
430
0.03
29
8
5
2.7
<0.05
1500
<0.01
<0.05
<0.05
26
5
2
24
14
<1
<0.5
<0.1
<100
<0.3
8.1
40
1.7
<0.01
820
<0.04
6
5
<2
OTL pad
External CEN LS10
Eluate
142
19-Apr-16
565333 001
180
22
0.1
0.7
120
<3
71
0.08
13
540
27
16
<0.05
1400
<0.01
0.2
0.17
78
<1
<1
74
78
<1
<0.5
<10
<10
9
12.4
37
0.8
<0.01
87
<0.04
8
16
14
14
OTL pad
External CEN LS10
Eluate
OTL landfill
Cell A
Leachate
MPA1
02-Sep-09
A
240
1.8
21
41
40
220
53
4
890
5300
8
230
0.17
17000
0.15
<10
4.2
1700
0.02
20
890
2700
100
<10
<10
37
0.7
10.3
20
340
<0.01
2200
<0.04
49
20
60
OTL landfill
Cell A
Leachate
MPA1
03-Dec-09
A
150
0.38
8.7
20
30
17
79
1.7
250
3400
6
100
<0.05
12,000
0.01
<0.1
2.9
1200
<1
<10
500
2600
40
<0.50
<0.10
16
15
7.6
30
100
<0.01
<1.0
<0.04
22
10
20
OTL landfill
Cell A
Leachate
MPA1
13-Jul-10
A
330
2.2
27
77
74
88
160
2.2
580
1200
7
1100
2,300
0.02
17
2.9
1500
<0.1
4
0.85
2900
90
20
13
11.5
42
140
<0.01
520
<0.04
86
110
26
OTL landfill
Cell A
Leachate
MPA1
07-May-13
A
328878
150
0.14
0.18
110
29
<3
22
2
120
2100
15
110
<0.05
10,000
<0.01
0.25
3.2
520
1.5
31
720
76
120
<0.1
56
-
42
7.1
52
150
<0.01
1800
<0.04
100
310
OTL landfill
Cell A
Leachate
MPA1
23-Oct-13
A
357331 001
200
1.5
2.1
22
11
8
24
0.58
150
810
8
51
<0.05
3700
0.12
<0.05
1.3
270
3
21
270
540
51
2.6
2.5
<10
13
10.6
27
20
<0.01
720
<0.04
18
95
OTL pad
?Cell A
Leachate
MPA1
22-Jul-14
A
411191 001
280
0.17
130
3
180
0.07
66
2800
6.9
9300
0.1
0.1
46
200
12
4
1300
10
<0.5
<0.1
<0.3
8.2
79
550
10
OTL landfill
Cell A
Leachate
MPA1
29-Oct-14
A
435250 002
190
0.97
0.5
31
30
<3
22
0.95
57
1400
3
110
<0.05
7300
<0.01
<0.05
2.2
500
5
14
450
990
42
37
0.2
11
4.1
8.6
99
63
<0.01
1200
<0.04
10
38
120
OTL landfill
Cell A
Leachate
MPA1
20-Apr-15
472673 005
390
75
1.5
13
33
<3
7
0.57
96
1500
7
510
<0.05
7100
<0.01
<0.05
1.3
420
<1
<1
660
820
85
<0.5
0.6
<10
0.7
10.9
31
49
<0.01
990
<0.04
24
80
16
OTL landfill
Cell A
Leachate
MPA1
03-Nov-15
523316 003
180
0.71
0.31
14
34
5
25
0.88
54
1400
<1
84
0.05
4800
<0.01
0.06
5.4
590
1
3
570
1000
41
37
0.5
12
2.6
9.1
50
4.1
<0.01
1100
<0.04
9
15
42
OTL landfill
Cell A
Leachate
MPA1
19-Apr-16
564935 004
110
0.69
0.51
3.1
<10
<3
14
0.46
<5
290
<10
34
<0.05
1500
<0.01
<0.05
<0.50
93
1
<10
29
170
<10
8.4
<0.1
<10
<3.0
9
11
<5.0
<0.01
85
<10
<0.04
3
<20
20
53
OTL landfill
Cell A
Leachate
MPA1
02-Nov-16
611971 001
240
2.1
2.4
11
21
8
31
0.3
150
1100
<1
170
<0.05
5800
3.2
<0.05
2.9
<1
<1
5
400
1000
19
6.4
2
<10
7.8
10.9
50
4.2
<0.01
770
24
<0.04
12
51
48
270
OTL landfill
Cell B
Leachate
MPB1
23-Oct-13
A
357331 002
860
140
4
53
36
90
14
2.7
530
3800
43
12000
<0.05
12000
0.03
<0.05
4.3
1100
0.8
5
8500
1800
240
<0.5
0.5
26
8.7
12.6
45
96
<0.01
1100
<0.04
220
32
OTL landfill
Cell B
Leachate
MPB1
19-Apr-16
564935 005
240
58
2.2
4
16
7
39
0.62
45
680
<10
350
<0.05
4000
<0.01
<0.05
2.5
310
<1
<10
290
520
36
<0.5
1.5
<10
<3.0
10.7
13
<5.0
<0.01
690
17
<0.04
18
39
<20
79
OTL landfill
Cell B
Leachate
MPB1
02-Nov-16
611971 002
320
<0.02
5.3
2.8
20
<3
42
0.26
18
900
<1
68
<0.05
5100
0.28
<0.05
2.5
<1
<1
2
450
1300
44
0.6
0.3
10
0.5
9.7
19
3.3
<0.01
780
15
<0.04
19
28
25
100
OTL landfill
Cell C
Leachate
MPC1
23-Oct-13
A
357331 003
210
5.2
0.99
62
410
28
250
1.7
410
5800
82
600
<0.05
15000
0.02
<0.05
3.1
1500
1.9
6
5400
2600
39
0.8
20
13
3.8
11.9
26
140
<0.01
2200
<0.04
190
26
OTL landfill
Cell C
Leachate
MPC1
19-Apr-16
564935 006
250
6.2
0.33
7.6
33
4
46
0.77
57
1300
<10
63
<0.05
6700
<0.01
<0.05
4.7
430
<1
<10
460
1000
<10
2.8
6.6
<10
4.2
11.6
40
5.9
<0.01
980
30
<0.04
12
85
<20
190
OTL landfill
Cell C
Leachate
MPC1
02-Nov-16
611971 003
380
3.4
3.6
11
31
<3
45
0.58
50
2000
4
130
<0.05
11000
0.08
<0.05
5.8
<1
<1
2
880
1800
21
0.8
5.6
<10
1.3
11.6
60
6.9
<0.01
1300
10
<0.04
23
110
28
200
Location
Location detail
Sample
type
i.d.
Sample
date
Lab
suite
SAL code
Alkalinity
expressed
as CaCO3
Aluminium
(Dissolved)
Ammoniac
al nitrogen
As
(Dissolved)
Barium
(Dissolved)
Biochem
Oxygen
Demand
Calcium
Cd
(Dissolved)
Chemical
Oxygen
Demand
Chloride
Cr
(Dissolved)
Cu
(Dissolved)
Cyanide
(total)
Electrical
Cond'y
Fe, Iron
Fluoride
Hg (Total)
K,
Potassium
Mg
Mn
(Dissolved)
Mo (Total)
Na,
Sodium
Ni
(Dissolved)
Nitrate
Nitrite
Nitrogen
(Kjeldahl)
Pb
(Dissolved)
pH
Sb
(Dissolved)
Se
(Dissolved)
Sn
(Dissolved)
SO4
(Total)
Suspende
d solids,
TSS
Thallium
(dissolved
)
Total
Organic
Carbon
Vanadium
(Dissolve
d)
Zn
(Dissolved)
Zn (Total)
mg/l
mg/l
mg/l
ug/l
ug/l
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
uS/cm
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
ug/l
mg/l
mg/l
mg/l
ug/l
5 - 11.4
ug/l
ug/l
mg/l
mg/l
mg/l
ug/l
mg/l
ug/l
ug/l
ug/l
Discharge
Consent limits on discharge
25
2.6
6
200
2.0
900
30
1000
11.4
100
2000
OTL pad
Collection ditch
Leachate
C1
18-Mar-13
B
40
1.5
210
<0.02
<5
31
7.7
1100
0.23
30
24
3.4
1
32
20
4
0.1
<0.1
<0.3
8.6
560
2
OTL pad
Collection ditch
Leachate
C2
18-Mar-13
B
70
0.3
87
0.18
21
290
16
2000
<0.01
1.6
130
4.2
6
63
250
2
1.2
0.1
<0.3
7.9
340
6
OTL pad
Sump
Leachate
24-Sep-13
B
352943
70
<0.05
57
7
320
620
96
61
300
15000
1500
0.06
0.38
44
11
71000
66
60
1200
<0.5
<0.1
550
8.7
170
64
780
<2
OTL pad
Sump
Leachate
18-Dec-13
B
368989 002
<0.2
0.5
<1
6.6
<0.05
47
2
2
8.4
<2
OTL pad
Sump
Leachate
30-Jan-14
B
377544 004
16
0.22
22
27
<0.05
95
2
2
8.4
13
OTL pad
Sump
Leachate
31-Mar-14
B
386137 003
6
0.1
9
4.6
<0.05
36
1
<0.3
8.5
<2
OTL pad
Sump
Leachate
26-Jun-14
B
405139 003
6.6
0.49
4
13
0.11
94
5
<0.3
8.3
24
OTL pad
Sump
Leachate
22-Jul-14
B
413133 001
7.5
0.4
15
10
0.18
67
3
<0.3
8.5
6
OTL pad
Sump
Leachate
06-Aug-14
B
415109 003
8.8
0.52
27
14
0.3
120
7
<0.3
8.3
3
OTL pad
Sump
Leachate
30-Sep-14
B
428837 002
1.5
0.21
6
17
1.3
58
<1
7.7
9.0
20
OTL pad
Sump
Leachate
27-Nov-14
B
441832 003
2.6
0.1
11
5.5
<0.05
30
1
<0.3
8.3
<2
OTL pad
Sump
Leachate
24-Dec-14
B
445873 003
4.9
0.09
32
34
0.07
120
<1
<0.3
8.4
5
OTL pad
Sump
Leachate
21-Jan-15
B
451652 003
4.7
0.56
28
35
0.08
110
3
0.3
7.4
40
27
OTL pad
Sump
Leachate
24-Feb-15
B
459690 002
1.7
0.09
15
12
<0.05
35
1
<0.3
8
3
OTL pad
Sump
Leachate
24-Mar-15
B
466726 002
2
0.06
7
12
<0.05
33
<1
<0.3
8.2
<10
18
OTL pad
Sump
Leachate
20-Apr-15
B
472673 004
2.7
0.12
9
6.4
<0.05
38
2
<0.3
8.2
<10
10
OTL pad
Sump
Leachate
20-May-15
B
480688 002
6.9
0.06
5
51
<0.05
35
2
<0.3
8.3
10
41
OTL pad
Sump
Leachate
30-Jun-15
491292 002
1.4
0.11
6
12
<0.05
60
1
<0.3
7.9
<10
9
OTL pad
Sump
Leachate
31-Jul-15
499011 004
1.7
0.26
11
15
<0.05
46
1
0.4
8.4
5
OTL pad
Sump
Leachate
07-Sep-15
508028 002
1
<0.02
<1
30
0.5
470
<1
<0.3
8.2
11
<2
OTL pad
Sump
Leachate
28-Sep-15
514027 002
1.4
0.03
<1
4.3
<0.05
7
5
<0.3
7.9
<10
7
OTL pad
Sump
Leachate
03-Nov-15
523316 002
-
-
1.1
0.2
13
14
-
-
0.23
-
-
-
76
-
2
-
-
<0.3
8.3
-
-
-
11
11
-
OTL pad
Sump
Leachate
07-Dec-15
533880 002
-
-
-
8.6
0.17
26
16
-
-
0.19
-
-
-
90
-
5300
-
-
-
1.3
9.3
-
-
-
-
<10
-
-
25
-
OTL pad
Sump
Leachate
142
22-Dec-15
536762 002
-
-
-
4.2
<0.02
9
13
-
-
<0.05
-
-
-
49
-
<1
-
-
-
<0.3
10.4
-
-
-
-
-
-
5
OTL pad
Sump
Leachate
29-Jan-16
544944 004
2.6
0.1
17
46
0.17
200
<1
<0.3
8.2
9
OTL pad
Sump
Leachate
29-Feb-16
552578 002
1.8
0.07
9
12
0.11
68
<1
<0.3
8.9
<2
OTL pad
Sump
Leachate
06-Apr-16
561536 002
1.6
0.03
4
6.9
<0.05
40
<1
<0.3
8.7
<2
OTL pad
Sump
Leachate
19-Apr-16
564935 002
70
0.25
0.33
<2.0
27
<3
43
3.1
<5
130
<10
11
<0.05
910
<0.01
0.07
<0.50
75
6
<10
13
71
<10
1.8
<0.1
<10
4.4
8.1
<10
<5.0
<0.01
75
<10
<0.04
4
<20
<20
<20
OTL pad
Sump
Leachate
02-Jun-16
575462 002
50
0.51
0.35
0.5
48
<3
130
0.08
12
200
18
2.5
<0.05
1400
<0.01
<0.05
0.09
99
4
6
47
79
<1
1.9
0.2
<10
<0.3
7.8
34
1.6
<0.01
300
<10
<0.04
8
<2
5
12
OTL pad
Sump
Leachate
06-Jul-16
584091 002
50
0.82
0.36
0.7
81
<3
180
0.13
18
780
12
8.8
<0.05
3500
0.03
<0.05
0.14
180
10
9
75
390
<1
0.8
0.4
<10
<0.3
9.2
33
2.1
<0.01
350
<10
<0.04
4
3
4
5
OTL pad
Sump
Leachate
03-Aug-16
591046 003
40
0.74
0.28
1.3
57
<3
110
0.14
19
470
10
12
<0.05
2200
<0.01
<0.05
0.09
110
5
6
46
170
<1
2.4
0.3
<10
<0.3
8.9
20
1.6
<0.01
220
14
<0.04
13
3
5
14
OTL pad
Sump
Leachate
29-Sep-16
604282 002
70
0.2
0.39
3.7
97
<3
170
0.27
57
1500
9
22
<0.05
5300
<0.01
<0.05
0.06
300
4
30
120
390
3
12
0.7
<10
<0.3
7.7
22
17
<0.01
430
<10
<0.04
7
4
28
48
OTL pad
Sump
Leachate
05-Oct-16
605668 002
30
0.7
<0.05
<0.2
6
16
110
<0.02
260
650
3
1.4
<0.05
2900
<0.01
<0.05
<0.05
55
3
<1
12
36
<1
1.8
0.2
<10
<0.3
8.4
2
<0.5
<0.01
250
14
<0.04
8
<2
2
47
OTL pad
Sump
Leachate
06-Dec-16
620409 002
50
0.11
0.16
1.8
86
<3
170
0.22
45
1500
11
44
<0.05
6300
<0.01
<0.05
0.24
23
3
48
160
1100
2
3
0.3
<10
<0.3
7.9
11
4
<0.01
520
<10
<0.04
11
7
10
27
OTL pad
Sump
Leachate
24-Jan-17
628997 002
70
0.15
0.32
3.7
160
<3
360
1.3
88
3600
35
85
<0.05
13000
<0.01
<0.05
<0.50
920
3
100
350
940
<10
3.7
1.2
<10
<3.0
7.7
34
15
<0.01
1000
<10
<0.04
22
24
49
74
OTL pad
Sump
Leachate
NTL landfill
Sump
Leachate
20-May-13
A
333029 002
220
0.4
14
3
210
<0.02
38
850
4
5.2
3100
0.03
0.21
34
110
320
8
390
15
1.3
0.7
1.1
8
1
17
580
8
NTL landfill
Sump
Leachate
26-Jul-13
A
344092 001
230
0.07
20
21
270
0.06
240
6800
1
28
1200
0.1
0.77
86
280
61
2
1600
7
<0.5
0.2
2.6
7.7
1
48
760
48
NTL landfill
Sump
Leachate
30-Jan-14
377544 001
380
2
360
<3
410
21
76
3000
4100
9000
0.55
30
61
120
1600
7
1300
46
1.6
0.1
200
7.6
13
1300
790
3700
NTL landfill
Sump
Leachate
30-Sep-14
428837 001
190
0.32
4
<3
160
0.39
26
700
6.6
2200
0.05
0.1
21
67
370
4
300
7
1.9
0.2
7.8
8
3
6.8
380
54
NTL landfill
Sump
Leachate
21-Jan-15
A
451652 004
280
0.51
8.8
<3
180
0.24
27
1400
33
4700
0.02
<0.05
49
120
350
10
630
9
3.7
<0.1
<0.3
8.1
3
33
410
37
NTL landfill
Sump
Leachate
24-Feb-15
459690 003
250
0.21
7.2
3
180
0.07
41
1300
9.1
5000
<0.01
5.8
39
110
200
6
120
6
2.7
<0.1
<0.3
8.1
2
15
380
43
11
<10
NTL landfill
Sump
Leachate
24-Mar-15
466726 003
220
0.28
7
11
170
0.04
31
1200
14
4800
<0.01
<0.05
41
86
230
6
390
7
1.2
<0.1
<0.3
8.2
2
20
360
14
6
40
NTL landfill
Sump
Leachate
20-Apr-15
472673 003
330
0.27
11
4
200
0.1
38
1600
8.2
5700
<0.01
<0.05
47
130
390
9
550
11
1.2
<0.1
<0.3
8.2
3
31
510
200
16
<10
NTL landfill
Sump
Leachate
20-May-15
480688 003
280
0.25
9.9
5
230
0.29
43
1200
55
4500
<0.01
<0.05
49
95
450
9
450
12
2.1
<0.1
<0.3
8
4
31
500
<10
90
90
NTL landfill
Sump
Leachate
30-Jun-15
491292 003
250
0.26
7.5
<3
210
<0.02
19
1300
12
4400
<0.01
<0.05
59
120
130
15
500
9
1.2
<0.1
<0.3
7.9
3
14
420
14
6
20
NTL landfill
Sump
Leachate
31-Jul-15
499011 003
300
0.4
4.2
<3
200
0.11
25
1500
7.2
3900
<0.01
<0.05
52
120
700
20
540
9
1.1
<0.1
<0.3
8.3
2
11
470
<10
24
<10
NTL landfill
Sump
Leachate
07-Sep-15
508028 003
280
0.21
0.7
<3
230
<0.02
25
1300
<0.5
5200
<0.01
<0.05
32
110
480
6
550
1
1
<0.1
<0.3
7.9
<1
<0.5
480
18
23
<10
NTL landfill
Sump
Leachate
28-Sep-15
514027 003
240
0.15
1.5
20
210
0.03
46
1200
4.6
5000
<0.01
<0.05
57
100
180
7
520
6
<0.5
<0.1
0.3
8.2
2
<0.5
430
20
12
<10
NTL landfill
Sump
Leachate
03-Nov-15
523316 001
220
0.23
1
<3
310
0.14
24
960
5
2800
<0.01
0.31
43
100
620
10
430
9
2.6
<0.1
<0.3
8.1
3
2
850
<10
26
20
NTL landfill
Sump
Leachate
07-Dec-15
533880 003
300
-
0.83
13
-
3
300
0.57
40
990
8.9
4400
<0.01
0.15
67
93
880
79
450
12
20
0.2
-
1.2
8
5
27
-
560
11
-
-
77
90
NTL landfill
Sump
Leachate
145
22-Dec-15
536762 003
390
-
<0.05
6.5
-
<3
370
0.15
46
390
6.9
6500
0.03
<0.05
68
110
1700
8
490
9
6.8
0.3
-
<0.3
7.1
2
8.5
-
200
-
-
91
NTL landfill
Sump
Leachate
29-Feb-16
552578 003
600
0.43
230
0.15
59
1100
2.9
4800
<0.01
0.07
66
99
580
8
490
6
5.4
<0.1
<0.3
8.1
500
31
NTL landfill
Sump
Leachate
06-Apr-16
561536 0
0 160
0.21
180
0.02
14
680
2.1
3300
0.02
<0.05
43
82
34
7
300
3
5.1
<0.1
<0.3
8.2
410
<2
NTL landfill
Sump
Leachate
19-Apr-16
564935 0
0 170
0.07
0.63
<2.0
28
<3
200
0.48
<5
640
<10
<5.0
<0.05
3000
0.02
<0.05
<0.50
40
76
<10
<10
260
<10
4
<0.1
<10
<3.0
7.8
<10
<5.0
<0.01
440
<10
<0.04
4
<20
<20
<20
NTL landfill
Sump
Leachate
02-Jun-16
575462 0
0 250
<0.02
0.43
1.3
51
6
330
0.04
30
740
<1
0.6
<0.05
3800
0.04
<0.05
<0.05
54
90
1100
16
370
7
1.4
<0.1
<10
<0.3
7.3
2
<0.5
<0.01
700
10
<0.04
11
<2
7
11
NTL landfill
Sump
Leachate
06-Jul-16
584091 0
0 270
<0.02
0.29
1.2
39
<3
260
0.05
23
860
<1
3.9
<0.05
4000
<0.01
0.14
0.12
55
88
170
8
440
7
1.4
0.2
<10
<0.3
8.2
2
0.7
<0.01
460
<10
<0.04
7
<2
5
5
NTL landfill
Sump
Leachate
03-Aug-16
591046 0
0 180
<0.02
0.14
1.2
36
<3
190
0.08
23
580
<1
5.8
<0.05
3000
<0.01
<0.05
<0.05
47
68
4
9
260
5
2.9
<0.1
<10
<0.3
8.2
3
0.7
<0.01
380
12
<0.04
45
<2
6
11
NTL landfill
Sump
Leachate
29-Sep-16
604282 0
0 300
<0.02
0.5
4.5
35
6
210
0.03
42
1200
1
6.3
0.06
4600
0.01
<0.05
<0.05
100
100
160
19
340
16
10
0.1
<10
<0.3
8
3
12
<0.01
470
14
<0.04
7
2
<2
7
NTL landfill
Sump
Leachate
05-Oct-16
605668 0
0 260
0.03
0.22
0.2
7
3
230
0.02
140
750
<1
0.6
<0.05
3600
0.02
<0.05
<0.05
28
77
67
6
190
2
2
0.2
<10
<0.3
8
<1
<0.5
<0.01
450
23
<0.04
9
<2
5
28
NTL landfill
Sump
Leachate
06-Dec-16
620409 0
0 290
<0.02
0.27
0.8
37
<3
250
0.06
39
1000
<1
2.1
<0.05
4500
<0.01
<0.05
0.06
35
100
880
6
700
10
5.4
0.1
<10
<0.3
7.9
1
<0.5
<0.01
470
<10
<0.04
56
<2
<2
<2
NTL landfill
Sump
Leachate
24-Jan-17
628997 003
250
0.03
0.93
1.5
50
<3
300
0.23
40
850
<1
6.3
<0.05
4100
0.03
0.07
<0.05
36
71
2400
20
370
22
4.3
0.1
<10
<0.3
7.7
5
0.7
<0.01
530
<10
<0.04
78
<2
30
89
Location
Location detail
Sample
type
i.d.
Sample
date
Lab
suite
SAL code
Alkalinity
expressed
as CaCO3
Aluminium
Ammoniac
al nitrogen
As
(Dissolved)
Ba
(dissolved)
Biochem
Oxygen
Demand
Calcium
Cd
(Dissolved)
Chemical
Oxygen
Demand
Chloride
Cr
(Dissolved)
Cu
(Dissolved)
Cyanide
(total)
Electrical
Cond'y
Fe, Iron
Fluoride
Hg (Total)
K,
Potassium
Mg
Mn
(Dissolved)
Mo (Total)
Na,
Sodium
Ni
(Dissolved)
Nitrate
Nitrite
Nitrogen
(Kjeldahl)
Pb
(Dissolved)
pH
Sb
(Dissolved)
Se
(Dissolved)
Sn
(dissolved)
SO4
(Total)
Suspende
d solids,
TSS
Thallium
(dissolved
)
Total
Organic
Carbon
Vanadium
(Dissolve
d)
Zn
(Dissolved)
Zn (Total)
mg/l
mg/l
mg/l
ug/l
mg/l
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
uS/cm
mg/l
mg/l
ug/l
mg/l
mg/l
ug/l
ug/l
mg/l
ug/l
mg/l
mg/l
mg/l
ug/l
5 - 11.4
ug/l
ug/l
ug/l
mg/l
mg/l
ug/l
mg/l
ug/l
ug/l
ug/l
Discharge
Consent limits on discharge
25
2.6
6
200
2.0
900
30
1000
11.4
2000
Marine
Outfall
Water
20-May-13
C+
333029 004
210
0.96
73
36
260
<0.02
460
5800
34
1900
0.04
17
180
450
49
9
1900
22
0.6
<0.1
0.3
7.9
1
140
1300
11
Marine
Outfall
Water
26-Jul-13
C+
344092 002
120
0.42
74
8
400
0.04
650
15000
170
3900
0.01
0.07
510
1200
4
12
7900
12
<0.5
<0.1
<0.3
7.9
<1
260
2500
220
Marine
Outfall
Water
30-Jan-14
377544 005
150
0.52
70
40
390
0.06
2500
19000
610
40000
0.02
<0.05
530
1100
5
15
7200
14
<0.5
<0.1
3.1
7.8
1
<0.5
2400
8
Marine
Outfall
Water
31-Mar-14
C+
386137 001
280
0.5
53
<3
180
0.06
100
1100
7.2
4100
<0.01
<0.05
39
100
760
5
470
20
2.4
0.1
<0.3
8
3
19
400
13
Marine
Outfall
Water
30-May-14
C+
398711 003
160
0.58
380
0.37
1300
18000
550
51
0.01
<0.05
520
1100
8
16
8700
40
<0.5
<0.1
<0.3
8.4
2600
40
Marine
Outfall
Water
26-Jun-14
C+
405139 001
230
0.5
66
3
330
0.04
140
6300
68
18000
0.11
<0.05
130
430
1
3
2900
16
<0.5
0.1
<0.3
8
1
37
940
10
Marine
Outfall
Water
22-Jul-14
411191 003
130
0.65
810
30
290
0.15
840
19000
48
51000
0.15
0.28
580
1200
6
13
2100
40
<0.5
0.5
<0.3
8.1
280
2700
35
Marine
Outfall
Water
06-Aug-14
415109 001
260
0.38
10
10
160
0.11
26
620
3.5
2900
0.05
<0.05
19
70
220
6
290
8
<0.5
0.2
<0.3
8.2
3
12
280
12
Marine
Outfall
Water
27-Nov-14
441832 001
370
0.4
13
24
180
0.08
120
1600
7.7
5600
<0.01
<0.05
48
120
430
3
580
12
1.7
<0.1
1.6
7.6
2
26
420
18
Marine
Outfall
Water
24-Dec-14
445873 001
0.07
13
<3
190
0.22
48
2000
39
6800
<0.01
<0.05
61
130
5
5
740
6
3.9
<0.1
0.5
8.3
2
23
460
8
Marine
Outfall
Water
28-Jan-15
C+
453705 001
120
0.64
<50
26
380
0.31
410
20000
<20
4000
0.02
<0.05
620
1200
1
13
8100
31
<0.5
<0.1
0.7
8
<1
<50
2800
<10
<20
<0.01
Marine
Outfall
Water
20-Apr-15
472673 006
200
0.76
140
9
360
0.11
390
20000
270
53000
<0.01
<0.05
520
1000
3
27
7400
18
<0.5
<0.1
1.1
7.8
<1
520
2200
-
85
-
Marine
Outfall
Water
31-Jul-15
499011 005
120
0.59
29
30
340
0.05
290
21000
61
38000
<0.01
<0.05
520
1000
5
20
8600
6
<0.5
<0.1
<0.3
7.9
<1
170
2000
-
26
-
Marine
Outfall
Water
03-Nov-15
523316 004
120
0.43
2.2
8
370
0.17
460
19000
14
3000
<0.01
1.9
670
1200
10
12
8300
10
<0.5
<0.1
17
8
1
10
2000
-
110
-
Marine
Outfall
Water
21-Apr-16
565333 0
0 130
<0.02
0.74
4.3
18
13
370
6.7
200
20000
<1
7.4
<0.05
49000
<0.01
<5.0
<0.05
720
1200
5
43
8900
<1
<50
<100
<10
7.3
7.9
2
6.9
<0.01
2700
<10
<0.04
3
12
12
14
Marine
Outfall
Water
03-Aug-16
591046 0
0 110
<0.02
0.71
<2.0
<10
10
350
<0.20
400
19000
<10
<5.0
<0.05
52000
<0.01
0.46
<1.0
680
1400
<10
16
9400
<10
<0.5
<0.1
<10
<6.0
7.9
<10
<5.0
<0.01
2100
<10
<0.04
30
<20
<20
24
Marine
Outfall
Water
02-Nov-16
611971 0
0 160
0.04
0.57
2.2
16
<3
280
0.36
95
19000
<1
3.6
<0.05
52000
0.03
0.43
0.2
<1
950
5
20
13000
5
<0.5
<0.1
<10
2.9
8.6
1
<0.5
<0.01
2100
<10
0.05
22
4
49
61
TO ENSURE GRAPHS UPDATE AUTOMATICALLY, INSERT NEW BLANK ROWS ABOVE THIS LINE BEFORE ENTERING NEW DATA
Marine
50m North of outfall
Water
20-May-13
C+
333029 005
130
0.72
190
24
360
<0.02
700
16000
120
4200
0.02
0.18
510
1100
4
14
1600
48
<0.1
<0.1
0.7
8.3
<1
210
2700
18
Marine
50m North of outfall
Water
26-Jul-13
C+
344092 004
130
0.44
83
8
390
0.04
680
18000
160
3900
<0.01
0.09
520
1200
8
12
7900
12
<0.5
<0.1
<0.3
7.9
<1
280
2500
220
Marine
50m North of outfall
Water
30-May-14
C+
398711 004
130
0.62
380
0.03
1300
18000
750
51
0.02
<0.05
510
1100
98
14
8400
36
<0.5
0.1
<0.3
8.3
2600
120
Marine
50m North of outfall
Water
22-Jul-14
411191 004
130
0.67
840
30
260
0.43
470
19000
60
51000
0.17
0.24
550
1100
9
14
2300
48
<0.5
<0.1
4.1
7.9
310
2600
71
Marine
50m North of outfall
Water
28-Jan-15
C+
453705 003
120
0.83
<50
70
390
0.3
420
19000
<20
4000
<0.01
<0.05
630
1200
<1
13
8300
27
0.7
<0.1
0.6
8
<1
<50
2700
<10
<20
<0.01
Marine
50m North of outfall
Water
20-Apr-15
472673 007
180
0.62
120
26
340
0.07
460
19000
520
53000
<0.01
<0.05
500
1000
3
16
7700
49
<0.5
<0.1
0.5
7.9
<1
520
2200
-
65
-
Marine
50m North of outfall
Water
31-Jul-15
499011 006
120
0.55
31
20
340
0.07
270
21000
100
38000
<0.01
<0.05
520
1000
4
14
8300
6
<0.5
<0.1
<0.3
7.7
<1
190
2000
-
27
-
Marine
50m North of outfall
Water
03-Nov-15
523316 005
130
0.44
2.3
16
380
0.13
570
19000
13
3200
0.01
1.3
700
1200
10
14
8700
9
<0.5
<0.1
1.5
8
<1
10
2000
-
92
-
Marine
50m North of outfall
Water
21-Apr-16
565333 0
0 130
<0.02
1.5
4
18
5
370
7
150
20000
<1
7.7
<0.05
50000
<0.01
<5.0
<0.05
720
1300
5
40
11000
<1
<50
<100
<10
16
7.9
2
6.7
<0.01
2700
<10
<0.04
3
12
13
13
Marine
50m North of outfall
Water
03-Aug-16
591046 0
0 120
<0.02
0.72
2
<10
14
350
<0.20
320
19000
<10
<5.0
<0.05
52000
<0.01
0.47
<1.0
690
1400
<10
15
9800
<10
<0.5
<0.1
<10
<6.0
8
<10
<5.0
<0.01
2100
<10
<0.04
29
<20
<20
23
Marine
50m North of outfall
Water
02-Nov-16
611971 0
0 130
0.02
0.54
1.7
12
3
290
<0.02
100
19000
<1
<0.5
<0.05
15000
0.02
0.41
0.19
<1
980
4
15
14000
5
<0.5
<0.1
<10
0.8
10
<1
<0.5
<0.01
2100
<10
0.04
26
3
34
36
TO ENSURE GRAPHS UPDATE AUTOMATICALLY, INSERT NEW BLANK ROWS ABOVE THIS LINE BEFORE ENTERING NEW DATA
Marine
50m South of outfall
Water
20-May-13
C+
333029 003
130
0.76
160
32
360
<0.02
670
15000
120
4200
0.01
0.13
520
1100
6
18
1600
57
<0.1
<0.1
1.3
8.3
<1
280
2700
22
Marine
50m South of outfall
Water
26-Jul-13
C+
344092 003
110
0.41
85
6
390
0.72
800
18000
180
3900
<0.01
1.2
510
1100
15
14
7700
12
<0.5
<0.1
6.2
7.9
2
300
2600
270
Marine
50m South of outfall
Water
30-May-14
C+
398711 005
160
2
380
0.02
1300
18000
1100
51
<0.01
<0.05
510
1100
6
15
8600
42
1
1.6
<0.3
8.4
2500
39
Marine
50m South of outfall
Water
22-Jul-14
411191 005
120
0.64
860
28
220
0.17
580
19000
65
51000
0.18
0.21
520
1100
5
13
2400
54
<0.5
<0.1
<0.3
8
410
2700
34
Marine
50m South of outfall
Water
28-Jan-15
C+
453705 002
130
0.61
<50
38
390
0.16
360
19000
<20
4000
<0.01
<0.05
640
1200
1
12
8400
26
<0.5
<0.1
0.3
8
<1
<50
2600
<10
<20
<0.01
Marine
50m South of outfall
Water
20-Apr-15
472673 008
210
0.6
120
18
360
0.07
300
20000
640
53000
<0.01
<0.05
520
1000
4
16
7500
93
<0.5
0.2
<0.3
7.9
<1
540
2200
-
52
-
Marine
50m South of outfall
Water
31-Jul-15
499011 007
140
0.53
35
30
340
0.08
250
21000
170
38000
<0.01
<0.05
530
1000
4
15
8300
7
<0.5
<0.1
0.4
7.9
<1
220
2000
-
21
-
Marine
50m South of outfall
Water
03-Nov-15
523316 006
180
0.41
2.2
22
360
0.14
550
19000
13
3100
<0.01
3
660
1200
9
13
8200
10
<0.5
<0.1
1.5
8
1
10
2000
-
78
-
Marine
50m South of outfall
Water
21-Apr-16
565333 0
0 110
<0.02
1.1
3.8
18
4
360
6.7
140
19000
<1
7.9
<0.05
49000
<0.01
<5.0
<0.05
700
1300
5
40
11000
<1
<50
<100
<10
7.2
8
2
6.3
<0.01
2600
<10
<0.04
3
12
13
15
Marine
50m South of outfall
Water
03-Aug-16
591046 0
0 120
<0.02
0.73
2.2
<10
8
360
<0.20
390
18000
<10
<5.0
<0.05
52000
<0.01
0.46
<1.0
710
1300
<10
16
8900
<10
<0.5
<0.1
<10
<6.0
7.9
<10
<5.0
<0.01
2100
<10
<0.04
30
<20
<20
27
Marine
50m South of outfall
Water
02-Nov-16
611971 0
0 130
0.04
0.47
1.9
15
<3
280
0.17
57
19000
<1
2.7
<0.05
15000
0.02
0.41
0.21
<1
960
5
14
13000
5
<0.5
<0.1
<10
1.8
8
1
<0.5
<0.01
2000
<10
<0.04
25
3
43
56
Old Turkeyland IBA processing facility Waste Disposal Licence WDL/04/2010/V1
NTL Discharge Licence WPA/07/2008
Old Turkeyland landfill Waste Disposal Licence WDL/05/2003/V3
400
350 Arsenic:
Limit: 25;
300 EA LST max 1
l/gu On site LS10
250
,noitartnecnoC External CEN test
200 Interlab results (2 labs)
150
100
50
0
700
Cadmium:
600 Limit: 2.6;
EA LST max 1.5
500
l/gu
On site LS10
400 ,noitartnecnoC
External CEN test
300 Interlab results (2 labs)
200
100
0
3500
Chromium
3000 Limit: 6; EA LST max 30
On site LS10
2500
l/gu External CEN test
Interlab results (2 labs)
2000 ,noitartnecnoC
1500
1000
500
0
60000
Copper:
50000 Limit: 200;
EA LST max 17,000 (fresh),
1,300 (carbonated)
40000 l/gu
,noitartnecnoC On site LS10
30000 External CEN test
Interlab results (2 labs)
20000
10000
0
400
350 Molybdenum:
Limit: 900;
EA LST max 440
300
On site LS10
250 l/gu External CEN test
,noitartnecnoC Interlab results (2 labs)
200
150
100
50
0
1400
Nickel:
1200 Limit: 30;
EA LST max 180
1000 On site LS10
l/gu
External CEN test
800 ,noitartnecnoC Interlab results (2 labs)
600
400
200
0
3500
Antimony
3000 EA LST max 60
2500 On site LS10
l/gu External CEN test
2000 ,noitartnecnoC Interlab results (2 labs)
1500
1000
500
0
70
Selenium
60
On site LS10
50
l/gu External CEN test
40 ,noitartnecnoC Interlab results (2 labs)
30
20
10
0
3000
Vanadium:
2500 EA LST max 17
On site LS10
2000 l/gu External CEN test
,noitartnecnoC Interlab results (2 labs)
1500
1000
500
0
1.6
Mercury
1.4 Limit: 2.0 On site LS10
External CEN test
1.2
Interlab results (2 labs)
l/gu
1
,noitartnecnoC
0.8
0.6
0.4
0.2
0
E
On sit
Extern
Interla
Mercury
Limit: 2.0
1000
On site LS10
External CEN test
100
Interlab results (2 labs)
l/gu
,noitartnecnoC Arsenic
10 Limit: 25;
EA LST max 1
1
0.1
1000
On site LS10
100 External CEN test
Interlab results (2 labs)
l/gu
10 Cadmium
,noitartnecnoC Limit: 2.6;
EA LST max 1.5
1
0.1
0.01
10000
Chromium
Limit: 6;
EA LST max 30
1000
l/gu On site LS10
,noitartnecnoC External CEN test
100 Interlab results (2 labs)
10
1
100000
Copper
Limit: 200;
10000 EA LST max 17,000 (fresh),
1,300 (carbonated)
l/gu On site LS10
1000 External CEN test
,noitartnecnoC
Interlab results (2 labs)
100
10
1
1000
Molybdenum
Limit: 900;
EA LST max 440
100 l/gu
,noitartnecnoC
10
On site LS10
External CEN test
Interlab results (2 labs)
1
10000
Nickel
Limit: 30;
1000 EA LST max 180
l/gu
On site LS10
,noitartnecnoC External CEN test
100
Interlab results (2 labs)
10
1
10000
Antimony
EA LST max 60
1000 On site LS10
l/gu External CEN test
,noitartnecnoC Interlab results (2 labs)
100
10
1
100
Selenium On site LS10
External CEN test
Interlab results (2 labs)
10 l/gu
,noitartnecnoC
1
0.1
10000
Vanadium
EA LST max 17
1000
On site LS10
l/gu
External CEN test
100 ,noitartnecnoC
Interlab results (2 labs)
10
1
0.1
10
Mercury On site LS10
Limit: 2.0 External CEN test
Interlab results (2 labs)
1 l/gu
,noitartnecnoC
0.1
0.01
100000
Lead
10000 Limit: 1000;
EA LST max 5,000 (fresh),
30 (carbonated)
1000 l/gu
On site LS10
,noitartnecnoC External CEN test
100 Interlab results (2 labs)
10
1
0.1
100000
Barium
10000 EA LST max 120
On site LS10
l/gu External CEN test
1000
,noitartnecnoC Interlab results (2 labs)
100
10
1
100000
Zinc
Limit: 2000;
10000
EA LST max 1300 (fresh),
90 (carbonated)
l/gu On site LS10
1000
,noitartnecnoC External CEN test
Interlab results (2 labs)
100
10
1
100000
Manganese
10000
On site LS10
l/gu
External CEN test
1000
,noitartnecnoC Interlab results (2 labs)
100
10
1
2
2
2
012-2018
019 data
019 data DETS
Potentially
anomalous
data
2012-2018
2019 data
2019 data DETS
Potentially
anomalous
data
15/01/19
23/04/19
pH value 11.8
10.4
Predicted
OTL Cell A
OTL Cell
Colas
NTL sump
C, PDF
o
initial
A pre-
OTL Cell A
Discharge
Pad sump
discharge
'most likely'
2009/10
2016
2019
limit µg/l
2019
2019
Sodium (mg/l)
1400
2700
1000
234
(82-420)
340
(26-1300)
384
103
188
Potassium (mg/l)
1000
1700
500
44
(40-210)
(22-670)
Calcium (mg/l)
1400
20
86
(18-140)
103
(45-240)
283
Magnesium
<1
<5
<2
<2
24
64
(mg/l)
Chloride (mg/l)
3200
5000
1000
170
(49-290)
447
(37-1500)
564
(330-1100)
sulphate, as SO
4
536
378
555
2400
2200
1000
(mg/l)
(120-1000)
(84-1300)
(320-810)
Alkalinity (mg/l)
1100
200
58
(20-100)
107
295
(170-790)
Conductivity
1730
2584
3230
18000
12000
4000
(µS/cm)
(605-3100)
(420-8630)
(2700-4300)
COD (mg/l)
400
>500
80
15
29
(9-43)
32
(11-52)
0.9
2
2
As (µg/l)
20
20 - 80
10 - 30
25
(0.4-2.9)
(1 – 4.6)
Cd (µg/l)
2.3
2 - 4
~0.5
<0.4
2.6
0.2
(0 – 0.5)
0.1
(0 – 0.1)
12
13
4
Sb (µg/l)
4
20 - 40
30 -50
(3.8-23)
(7-22)
(1 – 7)
Pb (µg/l)
440
15
1 - 8
<0.9
1000
2
(0-10)
0.5
(0 – 0.6)
~10
14
18
Zn (µg/l)
900
35
30
2000
(3-18)
(0 – 30)
(6 – 39)
Ni (µg/l)
20
40 - 100
10 - 80
2.5
(0.6-5)
30
3
(1.4-7)
7
(3 – 14)
40
53
13
Mo (µg/l)
850
500 - 900
350
900
(12-120)
(7-160)
(6 – 20)
Cu (µg/l)
125
100 - 200
100
9
(3-25)
200
25
(7-92)
5
(3-10)
1
3
0.7
Se (µg/l)
80
100 - 300
5 - 50
(<0.25–2.9)
(0-8.5)
(0 – 0.9)
Cr (µg/l)
3.6
6 - 8
0 - 7
< 1
(dt – 1.3)
6
5.2
(2-11)
<1
(0 – 5)
Hg (µg/l)
1.4
3.3
2.3
<0.3
2
<0.03
<0.25
Lower:
As, Cd, Pb, Zn, Ni, Se, Cu, Mo
Same:
None
Higher:
Sb, Cr
Very much lower
(>x10):
As, Cd, Mo, Pb, Zn
Lower:
Cu, Ni, ??Hg??
Similar:
None
Higher:
Cr
Location
pH range
pH mean
comment
On site eluate tests
7.5 – 12.4
10.1
Most values >10
OTL Cells
7.1 – 12.6
10.0
Cell A shows large fluctuations
Pad sump
7.4 – 11.8
8.3
Most values are below 9
NTL sump (up to
2016)
7.1 – 8.3
8.0
Most values in narrow range 7.6-
8.3
NTL sump 2017
7.6 – 8.6
(+10.4,
11.1)
7.9
(8.4)
Mean and range excluding
outliers
Including outliers
5
Anomaly: on site LS10
Pad sump run-off eluatealso had 3ug/l
4 Cadmium on the same date,
Limit: 2.6 also anomalous.
Suspect lab error?
l/gu
3
,noitartnecnoC
2
1
0
400
350 Arsenic:
Limit: 25;
300 EA LST max 1
l/gu On site LS10
250
,noitartnecnoC External CEN test
200 Interlab results (2 labs)
150
100
50
0
700
Cadmium:
600 Limit: 2.6;
EA LST max 1.5
500
l/gu
On site LS10
400 ,noitartnecnoC
External CEN test
300 Interlab results (2 labs)
200
100
0
3500
Chromium
3000 Limit: 6; EA LST max 30
On site LS10
2500
l/gu External CEN test
Interlab results (2 labs)
2000 ,noitartnecnoC
1500
1000
500
0
60000
Copper:
50000 Limit: 200;
EA LST max 17,000 (fresh),
1,300 (carbonated)
40000 l/gu
,noitartnecnoC On site LS10
30000 External CEN test
Interlab results (2 labs)
20000
10000
0
400
350 Molybdenum:
Limit: 900;
EA LST max 440
300
On site LS10
250 l/gu External CEN test
,noitartnecnoC Interlab results (2 labs)
200
150
100
50
0
1400
Nickel:
1200 Limit: 30;
EA LST max 180
1000 On site LS10
l/gu
External CEN test
800 ,noitartnecnoC Interlab results (2 labs)
600
400
200
0
3500
Antimony
3000 EA LST max 60
2500 On site LS10
l/gu External CEN test
2000 ,noitartnecnoC Interlab results (2 labs)
1500
1000
500
0
70
Selenium
60
On site LS10
50
l/gu External CEN test
40 ,noitartnecnoC Interlab results (2 labs)
30
20
10
0
3000
Vanadium:
2500 EA LST max 17
On site LS10
2000 l/gu External CEN test
,noitartnecnoC Interlab results (2 labs)
1500
1000
500
0
1.6
Mercury
1.4 Limit: 2.0 On site LS10
External CEN test
1.2
Interlab results (2 labs)
l/gu
1
,noitartnecnoC
0.8
0.6
0.4
0.2
0
Arsenic:
Limit: 25;
EA LST max 1
On site LS10
External CEN test
Interlab results (2 labs)
Cadmium:
Limit: 2.6;
EA LST max 1.5
On site LS10
External CEN test
Interlab results (2 labs)
Chromium
Limit: 6; EA LST max 3
On site LS10
External CEN test
Interlab results (2 labs)
Copper:
Limit: 200;
EA LST max 17,000 (fresh
1,300 (carbonated)
On site LS10
External CEN test
Interlab results (2 labs)
Molybdenum:
Limit: 900;
EA LST max 440
O
E
n site LS10
xternal CEN test
In
terlab results (2 labs)
Nickel:
Limit: 30;
EA LST max 180
On site LS10
External CEN test
Interlab results (2 labs)
Antimony
EA LST max 60
On site LS10
External CEN test
Interlab results (2 labs)
Selenium
On site LS10
External CEN test
Interlab results (2 labs)
Vanadium:
EA LST max 17
On site LS10
External CEN test
Interlab results (2 labs)
Mercury
Limit: 2.0
On site LS10
External CEN test
Interlab results (2 labs)
1000
On site LS10
External CEN test
100
Interlab results (2 labs)
l/gu
,noitartnecnoC Arsenic
10 Limit: 25;
EA LST max 1
1
0.1
1000
On site LS10
100 External CEN test
Interlab results (2 labs)
l/gu
10 Cadmium
,noitartnecnoC Limit: 2.6;
EA LST max 1.5
1
0.1
0.01
10000
Chromium
Limit: 6;
1000 EA LST max 30
l/gu On site LS10
100 ,noitartnecnoC External CEN test
Interlab results (2 labs)
10
1
0.1
100000
Copper
Limit: 200;
10000 EA LST max 17,000 (fresh),
1,300 (carbonated)
l/gu On site LS10
1000 External CEN test
,noitartnecnoC
Interlab results (2 labs)
100
10
1
1000
Molybdenum
Limit: 900;
EA LST max 440
100 l/gu
,noitartnecnoC
10
On site LS10
External CEN test
Interlab results (2 labs)
1
10000
Nickel
Limit: 30;
1000 EA LST max 180
l/gu
On site LS10
,noitartnecnoC External CEN test
100
Interlab results (2 labs)
10
1
10000
Antimony
EA LST max 60
1000
On site LS10
l/gu External CEN test
100 ,noitartnecnoC Interlab results (2 labs)
10
1
0.1
100
Selenium On site LS10
External CEN test
Interlab results (2 labs)
10 l/gu
,noitartnecnoC
1
0.1
10000
Vanadium
EA LST max 17
1000
On site LS10
l/gu
External CEN test
100 ,noitartnecnoC
Interlab results (2 labs)
10
1
0.1
10
Mercury On site LS10
Limit: 2.0 External CEN test
Interlab results (2 labs)
1 l/gu
,noitartnecnoC
0.1
0.01
C
L
EA L
On site LS10
External CEN test
Interlab results (2 labs)
admium
imit: 2.6;
ST max 1.5
Selenium
On site LS10
External CEN test
Interlab results (2 labs)
Mercury
Limit: 2.0
On site LS10
External CEN test
Interlab results (2 labs)
100000
Lead
10000 Limit: 1000;
EA LST max 5,000 (fresh),
30 (carbonated)
1000 l/gu
On site LS10
,noitartnecnoC External CEN test
100 Interlab results (2 labs)
10
1
0.1
100000
Barium
10000 EA LST max 120
On site LS10
l/gu External CEN test
1000
,noitartnecnoC Interlab results (2 labs)
100
10
1
100000
Zinc
Limit: 2000;
10000
EA LST max 1300 (fresh),
90 (carbonated)
l/gu On site LS10
1000
,noitartnecnoC External CEN test
Interlab results (2 labs)
100
10
1
100000
Manganese
10000
On site LS10
l/gu
External CEN test
1000
,noitartnecnoC Interlab results (2 labs)
100
10
1
Zi
Limit
EA LST max
90 (car
On site LS10
External CEN test
Interlab results (2 labs)
2012-2018
2019 data
2019 data DETS
2020 data
Pote
anom
ntially
alous
data
2012-2018
2019 data
2019 data DETS
2020 data
Potentially
anomalous
data
Predicted
OTL Cell A
OTL Cell
Colas
NTL sump
C, PDF
o
initial
A pre-
OTL Cell A
Discharge
Pad sump
discharge
'most likely'
2009/10
2016
2020
limit µg/l
2020
2020
Sodium (mg/l)
1400
2700
1000
107
(73-220)
114
(33-410)
242
50
54
Potassium (mg/l)
1000
1700
500
36
(29-88)
(21-150)
Calcium (mg/l)
1400
20
34
(4-140)
50
(26-77)
192
Magnesium
<1
<5
<2
<2
7
48
(mg/l)
Chloride (mg/l)
3200
5000
1000
58
(19-130)
177
(45-680)
975
(350-5000)
sulphate, as SO
4
134
201
824
2400
2200
1000
(mg/l)
(66-220)
(85-440)
(270-4500)
Alkalinity (mg/l)
1100
200
109
(30-160)
97
289
(140-480)
Conductivity
894
1085
2682
18000
12000
4000
(µS/cm)
(552-1880)
(482-2870)
(611-3720)
COD (mg/l)
400
>500
80
36
28
(16-80)
20
(16-24)
0.8
2
2.5
As (µg/l)
20
20 - 80
10 - 30
25
(0.3-2.3)
(1-3)
(0 – 7.4)
Cd (µg/l)
2.3
2 - 4
~0.5
<0.03
2.6
0.1
(0 – 0.25)
0.1
(0 – 0.2)
5
11
3
Sb (µg/l)
4
20 - 40
30 -50
(2-14)
(5-19)
(1 – 4)
Pb (µg/l)
440
15
1 - 8
<0.9
1000
2
(0-7)
1.3
(0 – 4.1)
12
29
30
Zn (µg/l)
900
35
30
2000
(3-31)
(1 – 44)
(2 – 56)
Ni (µg/l)
20
40 - 100
10 - 80
1.2
(0.5-2)
30
2
(1-8)
9
(2 – 24)
22
24
14
Mo (µg/l)
850
500 - 900
350
900
(8-75)
(10-60)
(6 – 38)
Cu (µg/l)
125
100 - 200
100
6
(2-22)
200
16
(9-26)
6
(1-10)
1
3
1.6
Se (µg/l)
80
100 - 300
5 - 50
(<0.25–2.3)
(0-8.5)
(0 – 7)
Cr (µg/l)
3.6
6 - 8
0 - 7
< 1
(dt – 0.5)
6
6
(2-13)
1.3
(0 – 5)
Hg (µg/l)
1.4
3.3
2.3
<0.3
2
0.03
0.02
Lower:
As, Cd, Pb, Zn, Ni, Se, Cu, Mo, Hg
Same:
None
Higher:
Sb, Cr
Very much
lower (>x10):
As, Cd, Mo, Pb, Zn
Lower:
Cu, Ni, Hg
Similar:
None
Higher:
Cr
Location
pH range
pH mean
comment
On site eluate tests
7.5 – 12.3
9.1
More alkaline in CEN 2020 tests
OTL Cells (historic)
7.1 – 12.6
10.0
Cell A shows large fluctuations
Pad sump
7.4 – 8.9
8.1
All values in 2020 were below 9
NTL sump (up to
2016)
7.1 – 8.3
8.0
Most values in narrow range 7.6-
8.3
NTL sump 2017
7.6 – 8.6
(+10.4,
11.1)
7.9
(8.4)
Mean and range excluding
outliers
Including outliers
5
Anomaly: on site
Pad sump run-off LS10 eluatealso had
4 Cadmium 3ug/l on the same
Limit: 2.6 date, also
anomalous. Suspect
l/gu
3 lab error?
,noitartnecnoC
2
1
0
marine water 50m south of outfall: metals Cd, Cr, Hg & Pb
8
7 Cadmium
6 l/gu Mercury
5 ,noitartnecnoC Lead
4
3
2
1
0
Arsenic (25)
Copper (200)
Zinc (2000)
Molybdenum (900)
Nickel (30)
Cadmium (2.6) Pb=
110
Mercury (2)
Lead (1000)
Arsenic
Copper
Zinc
Molybdenum
Nickel
Cadmium
Mercury
Lead
Arsenic 150
Copper
Zinc
Molybdenum
Nickel
Cadmium
Mercury
Lead
Metal
EQS
µg/l
Colas
Discharge
limit µg/l
Number of
Minimum
detection limit in
2020 µg/l
Maximum
detection
limit in 2020
µg/l
Detects in year
(average
concentration)
µg/l
As
25
25
12 (1.7)
N/R
N/R
Cd
2.6
7 (0.07)
<0.03
<0.03
Cr
0.6
6
9 (0.84)
<0.25
<0.25
Cu
3.76
200
10 (2.26)
<0.4
<0.4
Hg
2
2 (0.04)
<0.01
<0.01
Mo
70*
900
12 (11.4)
N/R
N/R
Ni
8.6
30
7 (1.04)
<0.5
<0.5
Pb
1.3
1000
6 (1.2)
<0.09
<0.09
Se
10*
6 (1.04)
<0.25
<0.25
Zn
6.8
2000
9 (11.6)
<1.3
<1.3
Maximum
detection
limit in 2020
µg/l
Colas
Discharge
limit µg/l
Minimum
detection limit in
2020 µg/l
EQS
µg/l
marine water at the outfall: organic indicators
2500 50
COD
2000 40 BOD
l/gm l/gm
TOC
1500 30 ,DOC ,DOB
1000 20 &
COT
500 10
0 0
marine water 50m north of outfall: organic indicators
1800 50
66mg/l
70mg/l
1600
COD
40
1400
l/gm l/gm
BOD
1200
30 ,DOC ,DOB TOC
1000
800
20 &
600 COT
400 10
200
0 0
marine water 50m south of outfall: organic indicators
2000 50
1800 COD
1600 40 BOD
1400 l/gm l/gm TOC
1200 30 ,DOC ,DOB
1000
800 20 &
COT
600
400 10
200
0 0
COD
COD
BOD
TOC
66mg/l
70mg/l
COD
BOD
TOC
COD
BOD
TOC
Full Response Text
Freedom of Information Co-ordinator
Corporate Services Directorate
Thie Slieau Whallian, Foxdale Road,
St John’s, Isle of Man, IM4 3AS
Tel no (01624) 685854
Fax no (01624 685851
Email: defa@gov.im
www.gov.im
Our ref: 2084509
14th January 2022
Dear ###
We write further to your request which was received on 11th November 2021 and
which states:
"Please can you provide copies of all the waste and environmental monitoring reports
provided to DEFA or written by DEFA for the various landfill facilities at Turkeylands."
Please accept my apologies for the lateness of this response. I have enclosed copies of
the information that is being released to you.
Please quote the reference number 2084509 in any future communications.
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Should you have any queries concerning this letter, please do not hesitate to contact
me.
Further information about freedom of information requests can be found at
www.gov.im/foi.
I will now close your request as of this date.
Turkeyland Recycling and
Waste Management Ltd
Updated impact assessment of discharges from
Turkeyland facilities on the marine environment
November 2016
Environmental Consultants
Updated impact assessment of discharges from
Turkeyland facilities on the marine environment
Prepared for:
Turkeyland Recycling and Waste Management Ltd
Broom House
Foxdale Road
Ballasalla
Isle of Man
IM9 3DW
By:
Tel:
Fax:
email:
Author:
Dated:
November 2016
Updated impact assessment of discharges on the marine environment
05.12.16
Contents
Page no.
Executive summary ...........................................................................i - ii
Conceptual model for assessment of Turkeyland discharges .......................................................... 2
Discharge volumes metered from NTL quarry sump ........................................................................ 3
Discharge volumes estimated from maturation Pad run-off sump ................................................... 4
Seabed contours in the vicinity of New Turkeyland Quarry ............................................................. 7
Conceptual depiction of mixing zone for the Turkeyland marine discharge ..................................... 7
Tables
Estimate of leachate generation and discharge rates for OTL landfill cells ..................................... 5
Source term values for Turkeyland components of discharge to coastal water ............................... 6
Dilution calculations for average discharge flows in the mixing zone .............................................. 9
Dilution calculations for instantaneous daily discharge flows in the mixing zone ............................ 9
Calculation of impact of Turkeyland leachate discharges on marine water quality:
average flows, worst case mixing zone and source concentrations .............................................. 12
Calculation of impact of Turkeyland leachate discharges on marine water quality:
instantaneous flows, worst case mixing zone and source concentrations ..................................... 13
Calculation of impact of Turkeyland leachate discharges on marine water quality:
instantaneous flows, larger mixing zone and more typical source strength for Zn, Cu and Cr ...... 14
Plates
Route of discharge pipe and location of outfall ................................................................................ 1
Updated impact assessment of discharges on the marine environment
05.12.16
i
Executive Summary
Two existing sources of effluent, each containing water and IBA leachate, discharge via
a single, licensed, outfall to the sea i.e. Pad run-off and NTL quarry dewatering.
1.1 The impact of these was each subject to prior impact assessments that were based
on anticipated flow and quality.
1.2 Sufficient actual flow and quality data have now accumulated to show that flows are
higher than anticipated whilst strength is in general lower than anticipated. Since the
original assessments there have also been some changes to Environmental Quality
Standards (EQS) for some of the heavy metals in the leachate. Therefore, re-
assessment of the impact assessment, based on real data and current EQS, is
needed.
At the same time, a third source of IBA leachate – from the OTL cells – now needs to be
managed, and the most appropriate option may be to discharge it via the same outfall.
Therefore this has been included in the updated assessment.
The combined impact of the three discharges has been calculated for both the averaged
flows for each source and for the instantaneous peak flows i.e. at the times when
discharge pumps are operating. The values used for averaged and peak flows are as
follows:
NTL
Q1
Pad run-off
Q2
OTL Cells
Q3
Total
Average (m3/d)
159
100
17.3
276.3
Instantaneous (l/s)
30
7.5
2.4
39.9
It is necessary to define a ‘mixing zone’ within which the discharge is diluted with the
seawater by marine currents and wave action, and where strength may exceed EQS. A
range of mixing zone sizes has been examined, all lying within guidance criteria published
by SEPA.
Two criteria for acceptability have been considered:
i. A minimum dilution of 200x in the mixing zone. This is based on toxicity tests carried
out on IBA leachate.
ii. UK regulatory guidance criteria that require the increment in concentration, after
dilution, to be ≤10% of EQS.
At averaged flows, with the most cautious (smallest) mixing zone, and maximum source
concentrations, all three sources undergo dilution ranging from 2,700x to ~25,000x i.e.
far greater than the 200x criterion. The maximum increment in seawater concentration
for any element, at these dilutions is 1.4% of EQS. For most metals, the increment is
≤0.1% EQS. At more realistic mixing zone dimensions the dilution is even greater and
the impact smaller, therefore comfortably within criteria.
Updated impact assessment of discharges on the marine environment
05.12.16
ii
6.
At peak (instantaneous) flows during pumping, using the smallest mixing zone and
maximum source concentrations, the dilution factors range from 167x (NTL quarry) to
2,083x (OTL cells), so NTL quarry is borderline with reference to the 200x criterion.
However, its strength is more dilute than the IBA leachate used for the toxicity testing, so
the 200x is probably overly protective.
With reference to the EQS criteria, instantaneous peak flows, using the smallest mixing
zone and maximum leachate concentrations lead to two metals, copper and chromium,
exceeding the “10% EQS” criterion: the increments are 17.2% of EQS (Copper) and
12.1% of EQS (Chromium).
However, this has a very low probability of representing the actual impact. Using more
realistic mixing zone dimensions and more realistic source concentrations, even the
instantaneous flows cause a maximum increment of only 4.1% of EQS.
It is concluded that the existing and potential discharges receive well above the toxicity-
based dilution requirement. It is also concluded that the impact on marine water chemical
quality lies well inside the UK criteria for compliance with the Water Framework Directive.
Recommendations are made that will increase confidence in the data used for this
assessment and that will reduce the potential impact of the discharges.
The following actions are recommended:
Check and confirm a reliable value for the Pad pump discharge rate.
Check and confirm the area of the Pad and whether any run-on from adjacent land
areas may be contributing.
Carry out inter-laboratory cross checks on marine samples and a search for other
marine quality data for the Isle of Man.
Consider capping the OTL cells to reduce leachate generation and/or removal of the
IBA and placement into NTL quarry.
Accelerate the infilling of low areas of NTL so that the sump level can be raised. This
should reduce the leachate volumes sooner; then consider changing to a smaller
pump, operating for longer periods.
Updated impact assessment of discharges on the marine environment
05.12.16
1
1.
Introduction
Assessments of impact on the marine environment have previously been undertaken for:
(i) Sub-surface discharge of migrating groundwater from NTL landfill, contaminated by leachate from
matured IBA, together with pumped flows from de-watering NTL quarry during the infilling period.1
(ii) Pumped discharge of collected run-off from the IBA maturation pad.2
Both pumped discharges enter the marine environment via a single discharge point located
approximately 50m beyond the mean low water mark. The pipeline route and location of the outfall are
shown in Plate 1. The discharge is licensed (Licence no WPA/07/2008).
Plate 1. Route of discharge pipe and location of outfall
Both of the earlier assessments were based on predictions of what the flow and quality of the pumped
discharges would be. Since then, flow metering data and chemical analyses of the actual discharges
have been obtained and these have shown some differences compared with the predictions. In
addition, it appears likely that some leachate from the OTL landfill cells is escaping to the surface, and
finding its way into surface water drainage systems. The April 2016 leachate review recommended that
the impact of abstracting and discharging this leachate to sea in a controlled manner be investigated.
1
Waste Disposal Licence application: Fate and impact of the attenuated leachate in
the marine environment’ Consultancy report for Colas (IoM) Ltd, 11th October 2007.
2
) ‘Impact assessment for marine disposal of run-off from pad’ Consultancy report for Colas
(IoM) Ltd, 17th September 2010.
Updated impact assessment of discharges on the marine environment
05.12.16
2
A further development in the years since the original assessments is that some Environmental Quality
Standards (EQS) have been changed in the UK, in order to comply with the Water Framework Directive,
2000/60/EC. Although the Isle of Man is not formally bound by EU legislation, these UK-derived EQS
values have been used as a benchmark for assessing the impact of the discharge.
Therefore, it is appropriate to update the risk assessment, based on current data, current standards,
and updated predictions of all the sources that are, or may be, discharged via the licensed outfall.
Conceptual model
The conceptual model is shown in Figure 1. Three sources are characterized by a flow rate and
chemical composition. They discharge via a single outfall and are diluted in the marine environment by
wave action and inshore currents, in a zone around the outfall. This is referred to as the ‘mixing zone’.
After dilution in the mixing zone, the resulting concentrations are compared with EQS values for marine
waters.
Figure 1. Conceptual model for assessment of Turkeyland discharges
The individual components of the model are discussed below, in the following sections:
Flow rates
Leachate source quality
Dilution in the mixing zone
Impact on marine water quality
Flow rates
Flows from the NTL quarry sump and the pad run off collection chamber have been metered since the
start of 2015. Available data are shown as time series graphs in Figures 2 and
[Response truncated — full text is 580,776 characters]