SECTION 0 - DISCHARGES TO THE AQUATIC ENVIRONMENT

Attachment 01 : Discharges to Surface Waters

- Table 0 .1 (i)(a) : Emissions to Surface/Ground Waters (Primary Discharge Point)

- Table 0.1 (i)(b) : Emissions to Surface/Ground Waters -Characteristics of the Emission (Primary Discharge POint)

- Table D.1(i)(c): Dangerous Substance Emissions to Surface/Ground Waters -Characteristics of the Emission (Primary Discharge Point)

- Table D.1(ii)(a): Emissions to Surface/Ground Waters (Secondary Discharge Point) (NOTE: No information on Quantity of Waste Water discharged available, as it is treated effluent from Clarifier, by-passing Reed Bed, during Storm Events and as such, flows are not continuous or consistent)

- Table 0 .1 (ii)(b) : Emissions to Surface/Ground Waters -Characteristics of the Emission (Secondary Discharge Point) (NOTE: No data, as it is treated effluent from Clarifier, by­passing Reed Bed, during Storm Events and as such, flows are not continuous or consistent)

- Table D.1(ii)(c) : Dangerous Substance Emissions to Surface/Ground Waters -Characteristics of the Emission (Secondary Discharge Point) (NOTE: No data, as it is treated effluent from Clarifier, by­passing Reed Bed, during Storm Events and as such, flows are not continuous or consistent)

- Table 0 .1 (iii)(a): Emissions to Surface/Ground Waters (Storm Overflow) (NOTE: No Information on Quantity of Waste Water discharged available for Storm Water Overflow, as flows are not continuous or consistent)

- Monitoring Information for the 'Influent' to the WWTP

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- Statement on Annex X of the Water Framework Directive (2000/60/EC) & Annex VIII of the Water Framework Directive (2000/60/EC)

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WWD Licence Application Annex I

Table D.1(i)(a): EMISSIONS TO SURFACE/GROUND WATERS (Primary Discharge Point)

Discharge Point Code: SW-1

Local Authority_Ref No: Kildalkey SW1

Source of Emission: Waste Water Treatment Plant - Treated Effluent

Location: Kildalkey Waste Water Treatment Plant

Grid Ref (12 diQits 6E 6N) 273002 / 258508 Name of Receiyina waters: Stream Tributarv of Tremblestown River Water Body: River Water Body

River Basin District Eastern RBD Desianation of Receivina Waters: Stream T - No Desianation / Trembles. River - SAC Flow Rate in Receiving Waters: o m' .sec·' Dry Weather Flow

0.01 m' .sec·' 95% Weather Flow

) Additional Comments (e.g . Estimated long term DWF & 95%tile flow based on commentary on zero flow or other ESBi/EPA hydrometric modelling software. 50%tile flow information deemed of value) Ilbased on ESBI/EPA hvdrometric softwasre)is 0.09m'/s.

Emission Details:

Ii) Volume emitted

Normal/day 173.56 m' Maximum/day 202.2 m'

Maximum 10.1 m' Ira~~)d of emission 60 min/hr 24 hr/day 365 day/yr rate/hour

Drv Weather Flow 0.00121 m'/sec

)

WWD Licence Application - Kildalkey - Page: 2

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WWD Licence Application Annex I

Table D.1(i)(b): EMISSIONS TO SURFACE/GROUND WATERS - Characteristics ofThe Emission

(Primary Discharge Point)

Discharge Point Code: SW-1

Substance "" discharged UnHof Sempllng Method Measurement

pH [pH Grab = 8.54 Temperature ·c Grab =0 Electrical Conductivity «(Cil 25GC) uSlem Grab = 1110

Suspended Solids moll Grab =6 Ammonia (as N) mol l Grab - 0 .274

Biochemical OXVQen Demand moll Grab - 2.82

Chemical OXVQen Demand moll Grab - 17.8 Total Nitroqen (as N) moll Grab -10 Nitrile (as N) moll Grab -0.172

Nitrate (as N) moll Grab = 9.83 Total Phosphorous (as P) moR Grab - 2.8

OrthoPhosphate (as P) moR Grab - 2.49 Sulphate (SO.) moR Grab - 79 Phenols (Sum) uoR Grab <2

For Orthophosphate: this monitoring should be undertaken on a sample filtered on 0.45J,Jrn filter paper

For Phenols: USEPA Method 604, AWWA Standard Method 6240, or equivalent.

Max Dally Avg. kg/day

0.627

0 .029

0 .295

1.86

1.045

0.018

1.027

0.293

0.26 8.256

0.000209

WWD Licence Application - Kildalkey - Page: 3

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WWD Licence Application Annex I

Table D.1(i)(c): DANGEROUS SUBSTANCE EMISSIONS TO SURFACE/GROUND WATERS­

Characteristics of The Emission (Primary Discharge Point)

Discharge Point Code: SW-1

Substance As dischallled

Unttof Sampling Mathod Measurement

Atrazine luall Grab < 0.07

Dichloromethane luall Grab <3 Simazine luall Grab < 0.04 Toluene luall Grab <1 Tributvltin luall Grab < 0.02

Xvlenes luall Grab <1

Arsenic luall Grab = 1.18 Chromium luall Grab < 0.7

CODcer luall Grab = 27.4 Cvanide luall Grab <5

Flouride luall Grab < 500

Lead I uall Grab = 3.84 Nickel luall Grab = 4.37 Zinc I uall Grab = 33.6 Boron I uall Grab = 37.8 Cadmium I uall Grab < 0.22

Mercurv I uall Grab < 0.01

Selenium I uall Grab <1 Barium I uall Grab =46.7

For Orthophosphate: this moniloring should be undertaken on a sample filtered on 0.45)Jm filter paper

For Phenols: USEPA Method 604, AWWA Standard Method 6240, or equivalent.

Max Dally Avg. kg/day

0.000007

0.000314

0.000004

0.000105

0.000002

0.000105

0.000123

0.000073

0.002863

0.000523

0.05225

0.000401

0.000457 0.003511

0.00395 0.000023

0.000001

0.000105

0.00488

WWD Licence Application - Kildalkey - Page: 4

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WWD Licence Application Annex I

Table 0.1 (ii)(a): EMISSIONS TO SURFACE/GROUND WATERS (Secondary Discharge Point)

Discharge Point Code: SW-2

Local Authority Ref No: Kildalkey SW2 Source of Emission: WWTP-Treated Eff from Clarifier (bv-oass Reed Bed) Location: Kildalkev Waste Water Treatment Plant Grid Ref (12 diqits 6E 6N) 272986/258510 Name of Receivino waters: Stream Tributarv of Tremblestown River Water Bodv: River Water Bodv River Basin District Eastern RBD Desiqnation of Receivinq Waters: Stream T - No Desiqnation / Trembles. River - SAC Flow Rate in Receiving Waters: o m'.sec·' Dry Weather Flow

0.01 m' .sec·' 95% Weather Flow

) Additional Comments (e.g. Estimated river long term DWF & 95%tile flow based on commentary on zero flow or other ESBi/EPA hydrometric modelling software. 50%tile flow information deemed of value) I{based on ESBI/EPA hydrometric softwasre)is 0.09m3/s.

Emission Details:

iii) Volume emitted Normal/dav Om' Maximum/day Om' Maximum Om' t ia~~)d of emission o min/hr o hr/day o day/yr rate/hour Drv Weather Flow o m'/sec

)

WWD Licence Application - Kildalkey - Page: 5

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)

WWO Licence Application Annex I

Table D.1(ii)(b): EMISSIONS TO SURFACE/GROUND WATERS - Characteristics ofThe

Emission (Secondary Discharge Point)

Discharge Point Code: SW-2

Substance As dischallled Unttof Measurement

Sampling Method

l!>H pH Grab =0 Te~ralure ·C Grab =0 Electrical Conductivity (@ 25°C) ~Sfcm Grab =0 Su~nded Solids mgtl Grab =0 Ammonitias ~) mgtl Grab =0 Biochemical Oxvaen Demand mgtl Grab =0 Chemical Oxvaen Demand mgtl Grab =0 Tolal NilroGen las Nl mgtl Grab =0 Nitrile~as N) mgtl Grab =0 Nitrale (as N) mgtl Grab =0 Tolal Pho~horous (as P) mgtl Grab =0 OrthoPhosDhale las F'L mgtl Grab =0 SuiIChale ISO.) mgtl Grab =0 Phenols (Sum) 'uon Grab =0

For Orthophosphate: this monitoring should be undertaken on a sample filtered on 0.451Jm filler paper For Phenols: USEPA Method 604, AWWA Standard Method 6240, or equivalent.

Max Dally Avg.

0 0 0 0 0 0 0 0 0 0 0

kg/day

WWO Licence Application - Kildalkey - Page: 6

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WWD Licence Application Annex I

Table D.1(ii)(c): DANGEROUS SUBSTANCE EMISSIONS TO SURFACE/GROUND WATERS­

Characteristics of The Emission (Secondary Discharge Point)

Discharge Point Code: SW-2

Substance As discharged

UnHof Sampling Method Measurement

Atrazine luall Grab =0 Dichloromethane luall Grab =0 Simazine luall Grab =0 Toluene luall Grab =0 Tributvltin I~gn Grab =0 Xvlenes luan Grab =0 Arsenic luan Grab =0 Chromium luan Grab =0 CaoDer uan Grab =0 Cyanide ~gn Grab =0 Flouride ~gn Grab =0 Lead uan Grab =0 Nickel uan Grab =0 Zinc uan Grab =0 Boron uall Grab =0 Cadmium uall Grab =0 Mercurv uall Grab =0 Selenium uall Grab =0 Barium uoll Grab =0

For Orthophosphate: this monitoring should be undertaken on a sample filtered on 0.451-lm filter paper For Phenols: US EPA Method 604. AWWA Standard Method 6240, or equivalent.

Max Dally Avg. kgIday

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

WWD Licence Application - Ki/dalkey - Page: 7

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WWD Licence Application Annex I

Table D.1(iii)(a): EMISSIONS TO SURFACE/GROUND WATERS (Storm Overflow)

Discharge Point Code: SW-3

Local Authority Ref No: Kildalkey SW3 Source of Emission: Waste W Treatment Plant - Storm Water Holdina Tank Location: Kildalkev Waste Water Treatment Plant Grid Ref (12 diaits 6E 6N) 272960/258512 Name of ReceivinQ waters: Stream Tributary of Tremblestown River Water Body: River Water Bodv River Basin District Eastern RBD DesiQnation of ReceivinQ Waters: Stream T - No DesiQnation / Trembles. River - SAC Flow Rate in Receiving Waters: o m'.sec·' Dry Weather Flow

0.01 m'.sec·' 95% Weather Flow

) Additional Comments (e.g. Estimated long term DWF & 95%tile flow based on commentary on zero flow or other ESBi/EPA hydrometric modelling software. 50%tile flow information deemed of value) Ibased on ESBI/EPA hydrometric softwasre)is 0.09m3/s.

Emission Details:

liD_Volume emitted Normal/day m3 Maximum/day m3

Maximum m3 Period of emission min/hr hr/day day/yr rate/hour IlavQ) Drv Weather Flow m'/sec

WWD Licence Application - Kilda/key - Page: 8

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MONITORING INFORMATION FOR THE 'INFLUENT' TO THE WWTP

Monitoring data on the 'Infiuent' accepted at the Waste Water Treatment Plant for 2006 and

for the first half of 2007 are attached overleaf.

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Kildalkey

Influent sample

Date COD mg/l 55 mg/l Total N mg/l Total P mg/l

05/01/2006 170 135 8 3.8

11/01/2006 260 186 38 2.8

19/01/2006 290 36 42 3.4

26/01/2006 - - - -

09/02/2006 - - - -

16/02/2006 554 99 24 4.0

) 23/02/2006 60 28 20 2.1

15/03/2006 126 72 28 3.8

22/03/2006 220 184 15 3.0

28/03/2006 381 152 26 5.7

0510412006 325 131 23 4.9

20/04/2006 466 290 54 9.2

23/05/2006 555 186 38 6.8

17/05/2006 481 168 20 7.5

23/05/2006 321 130 18 9.1 )

29/06/2006 713 179 42 7.7

07/06/2006 549 130 61 8.6

14/06/2006 326 87 24 3.1

21/06/2006 430 122 34 6.3

28/06/2006 461 149 38 5.6

04/07/2006 489 179 57 5.2

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Kildalkey

Influent sample

Date COD mgll SS mgll Total N mgll Total P mgll

13/07/2006 460 144 61 6.1

20/07/2006 465 137 25 5.0

02/08/2006 419 76 10 6.3

17/08/2006 592 205 38 6.2

08/09/2006 390 109 51 6.2

20/09/2006 301 77 32 4.6

) 28/09/2006 177 119 - 3.7

11/10/2006 318 310 33 6.8

24/10/2006 463 138 27 5.6

14/11/2006 - - - -

29/1 1/2006 355 103 24 4.1

09/01/2007 360 120 26 4.2

01/02/2007 176 70 38 3.4

1310212007 281 68 32 4.7

15/03/2007 338 98 27 3.7

1210412007 325 110 24 3.5

17/05/2007 345 109 33 4.7

29/05/2007 625 155 52 8.1

Average 377 133 33 5

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STATEMENT ON:

ANNEX X OF THE WATER FRAMEWORK DIRECTIVE (2000/60/EC)

l!! ANNEX VIII OF THE WATER FRAMEWORK DIRECTIVE (2000/60/EC)

Based on Effluent (Primary Discharge Point) Analysis presented on Table D.1(i)(c) and on the

analysis of water downstream of the Primary Discharge Point (aSW-1d) (Tables F.1(i)(a) &

F.1 (i)(b)), it is concluded that none of the substances listed in Annex X of the Water

Framework Directive (2000/60/EC) or any of the Relevant Pollutants listed in Annex VIII of the

Water Framework Directive (2000/60/EC) are being discharged from the waste water works

or are seen to be present in the receiving water environment downstream of the discharge

from the works, at concentrations above the standards set in the Water Quality (Dangerous

Substances) Regulations, 2001 (S.1. 12 of 2001).

Based on the analysis of water upstream of the Primary Discharge Point (aSW-1 u) (Tables

F.1(i)(a) & F.1(i)(b», it is concluded that Copper alone and none of the other substances listed

in Annex X of the Water Framework Directive (2000/60/EC) or any of the Relevant Pollutants

listed in Annex VIII of the Water Framework Directive (2000/60/EC) are seen to be present in

the receiving water environment upstream of the discharge from the works, at concentrations

above the standards set in the Water Quality (Dangerous Substances) Regulations, 2001 (S.1.

12 of 2001). Copper concentrations at Upstream Sampling Location aSW-1u were recorded

at 51.9ug/l, which is above the standard of <30ug/l set by the above regulations (where the

hardness of the water measured in mg/l CaC03 is >100mg/l).

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SECTION D - DISCHARGES TO THE AQUATIC ENVIRONMENT

Attachment D2: Tabular Data on Discharge Points

- Table 0.2: Tabular Data on Discharge Points

- Drawing No. 5270-2894

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EPA Export 26-07-2013:14:15:42

~ Tabla 02 ~

PT CD PT TYPE LA_NAME RWB TYPE RWB NAME DESIGNATION EASTING NORTHING VERIFIED Stream - No Designation

SW-1 Primary Meath County Council River Stream Tributary of Trembleslown River Trembleslown Rlver- SAC 273002 258508 No Stream - No Designation

SW-2 Secondary Meath County Council River Stream Tributary ofTrembleslown River Trembleslown River - SAC 272986 258510 No Stream - No Designation

SW-3 Storm Water Overflow Meath County Council River Stream Tributary of Trembleslown River Trembleslown River- SAC 272960 258512 No

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EPA Export 26-07-2013:14:15:42

SW2 SECONDARY DISCHARGE POINT

SW3 STORMWATER OVERFLOW SW1

PRIMARY DISCHARGE POINT

DO

)

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J:\Projecls\s270pp Mealh Oischa.ge Ucence Applicalions\D6-DtawingsI02-TOBIN Dfawings\Kildalkey\527D-18S2.2887.2893.2894.dwg, 2894. 17/0612009 17:13:17. ray kelly o Ordnance Survey Ireland. All righls reserved. Licence numbel 20DElllOCCMAf Mealh local AuIhOriIie$

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NOTES

WWTP SITE BOUNDARY

PRIMARY DISCHARGE

SECONDARY DISCHARGE

STORMWATER OVERFLOW

1. FIGURED DIMENSIONS ONLY TO BE TAKEN FROM THIS DRAWlNG

2. ALL ORAWINGS TO BE CHECKEO BY THE CONTRACTOR ON SITE

3. ENGINEER TO BE INFORMED BYTHE CONTRACTOR OF ANY DISCREPANCIES BEFDRE ANY WORK COMMENCES

•. ALL lEVELS SHOWN RELATE TO ORDNANCE SURVEY DATUM AT MALIN HEAD

MEATH COUNTY COUNCIL

Projnd:

KILDALKEY WASTE WATER DISCHARGE LICENCE

APPLICATION

Till .. :

ALL DISCHARGE POINTS

SECTION I ATTACHMENT D.2

SaIe@A3. 1 : 10000

PrepQ!eIi by: Clled<f.d:

R.K. M.H.

e TOBIN P .~"' J T ot>on ~ Co l tl

TOBIN CgllSunlng Englneen, Mamel Square, CIIstiebar, eg. MIlYo, kdond. lei: ·3~J..(0)94·0021401 f •• :·J5J;O}IIoI·00215J4 .man: CIIstlebu@tobirtla WWW.lcbin.iII

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EPA Export 26-07-2013:14:15:42