Ref. DO349-01 Newtowncunningham
Date – 4/7/2011
Re: Notice in accordance with Regulation 18(3)(b) of the Waste Water
Discharge (Authorisation) Regulations 2007
Response to request for further information:
Question 1. Confirm the address of the Waste Water Treatment Plant,
including details of appropriate townlands.
Response to question 1 – See B.2 of the enclosed application form:
Question 2. Confirm the Grid reference for the location of the
Newtowncunningham WWTP.
Response to question 2 - See B.2 of the enclosed application form:
Question 3. Confirm whether there are any industrial or institutional
contributions to the P.E. of the agglomeration and provide details of any such
P.E.
Description P.E.
Domestic 999
Industrial Nil
Commercial 351
Institutional 50
total 1400
Donegal County Council
Central Laboratory, The Kube,
Magheranan, Letterkenny,
Co. Donegal Tel: [074] 9122787, 9122423 Fax: [074] 9161304
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Question 4. Provide details to the Agency of plans to implement measures
under the Swilly Water management Unit Action Plan and identify timeframe
for completion.
Response to question 4:
There is no programme of works scheduled at present for Newtowncunningham
WWTP or network under the present Water Services investment programme
2010-2012.
Question 5. Provide an appropriately labelled drawing identifying the
emergency overflow from the pumping station at Blanket Nook.
Confirm whether this emergency overflow discharge flows into Lough Swilly.
Identify the route.
Response to question 5:
See revised drawing schedule for copy of drawing with emergency overflow
details.
Question 6. Carry out Asslimitative capacitity calculations for the Primary
discharge Dooish stream. 95%ile flow shall be used to calculate the capacioty
of the receiving waters for BOD, Ammonia and MRP.
Response to question 6:
WAC = (Qmax-Qback)(Q95)(86.4)
WAC= waste Assimilative capacity
Qmax= maximum allowable BOD, Ammonia, SS and MPR in the receiving water.
Qback= background BOD in the receiving water,mg/l
Q95 = flow exceeded 95% of the time m3/sec
86.4 = factor to convert to kg/day.
BOD (mg/l) (BOD standard based on the draft surface regs 2008)
Qmax = 2.6mg/l
Qback = 0.96mg/l
Q95 = 0.008m3/sec
WAC = (2.6-0.96)(0.008)(86.4)= 1.133kgBOD/day 1,133g/day
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Maximum strength of BOD that could be discharged from WWTP with a WAC
of 1.133kg/day=
1.133x1000 (conversion factor)/315m3/day (dry weather flow) = 3.60mg/l
Conversion factor 1kg/m3x1000 = Mg/l
Total Ammonia (mg N/l) (NH3 standard based on the Draft Surface water
Regs 2008)
Qmax = 0.140mg/l
Qback = 0.077 mg/l
Q95 = 0.008m3/sec
WAC = (0.140-0.077)(0.008)(86.4) = 0.043kg/day
Maximum strength of ammonia that could be discharged from WWTP with a
WAC of 0.043kg/day =
0.043x1000 conversion factor/315m3/day (dry weather flow) = 0.136mg/l
Ortho-Phosphate (mg/l) Note:using 95%ile level as per Draft Surface Water
Regs 2008 as agreed by phone 9/4/09.
Qmax = 0.075mg/l
Qback = 0.038mg/l
Q95 = 0.008m3/sec
WAC = (0.075-0.038)(0.008)(86.4) = 0.0255 kg/day
Maximum strength of ortho-phosphate that could be discharged from WWTP
with a WAC of 0.0252kg/day
0.0255x1000 conversion factor/315.6m3/day (dry weather flow) = 0.080mg/l
Question 7. Access the likelihood of significant effects of the waste Water
discharges from the agglomeration on the Lough Swilly SAC, NHA and SPA.
See revised Text schedule Attachment F.1.
______________
Donal Casey
Senior Executive Chemist
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form Version 6/08
This is a draft document and is subject to revision.
Waste Water Discharge
Licence
Application Form
Environmental Protection Agency PO Box 3000, Johnstown Castle Estate, Co. Wexford
Lo Call: 1890 335599 Telephone: 053-9160600 Fax: 053-9160699 Web: www.epa.ie Email: [email protected]
EPA Ref. No:
(Office use only)
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Waste Water Discharge Authorisation Application Form
wwdl_applicationformv63.doc Page 2 of 28
Tracking Amendments to Draft Application Form
Version
No.
Date Amendment since
previous version
Reason
V. 1. 11/10/07 N/A
V. 2. 18/10/07 Inclusion of a Note 1
superscript for
Orthophosphate in Tables
D.1(i)(b) & D.1(ii)(b).
To highlight the
requirement for filtered
samples in measurement
of O-Phosphate for waste
water discharges.
V.3. 13/11/07 Amend wording of Section
F.2 to include ‘abstraction’.
Amend wording of Checklist
in Annex to reflect wording
of Regulation 16(5) of S.I.
No. 684 of 2007.
Inclusion of unique point
code for each point of
discharge and storm water
overflow.
To accurately reflect the
information required
To accurately reflect the
Regulations and to obtain
the application
documentation in
appropriate format.
To aid in cross-referencing
of application
documentation.
V.4
18/04/08
Inclusion of requirement to
provide name of
agglomeration to which the
application relates.
Amend wording of Section
B.7. (iii) to reflect the title
of Water Services
Authority.
Addition of new Section B.9
(ii) in order to obtain
information on
developments yet to
contribute to the waste
water works.
Addition of sub-sections
C.1.1 & C.1.2 in order to
clarify information required
for Storm water overflow
and pumping stations
within the works.
Amend Section D.1 to
include a requirement for
monitoring data for influent
To accurately determine
the agglomeration to be
licensed.
To accurately reflect the
Water Services Act, 2007.
To obtain accurate
population equivalent
figures for the
agglomeration.
To obtain accurate
information on design and
spill frequency from these
structures.
To acquire information on
the population loading
onto the plant and to
provide information on
performance rates within
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Waste Water Discharge Authorisation Application Form
wwdl_applicationformv63.doc Page 3 of 28
to waste water treatment
plants, where available.
Amend wording of Section
E.1 to request information
on composite sampling/flow
monitoring provisions.
the plant.
To acquire accurate
information on the
sampling and monitoring
provisions for discharges
from the works.
V.5 07/07/2008 Amend wording of B.7 (iii)
to include reference to
Water Services Authorities.
Amend Section G.1 to
include Shellfish Waters
Directive.
To accurately reflect the
Water Services Act, 2007
requirements.
V.6 26/08/2007 Amendments to Section D
to reflect new web based
reporting.
Amended requirements for
reporting on discharges
under E.1 Waste Water
Discharge Frequency and
Quantities.
Amendment to Section F.1
to specify the type of
monitoring and reporting
required for the
background environment.
Removal of Annexes to
application form.
To clarify the reporting
requirements.
To streamline reporting
requirements.
To clarify the reporting
requirements for ambient
monitoring.
To reflect the new web
based reporting
requirements.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Waste Water Discharge Authorisation Application Form
wwdl_applicationformv63.doc Page 4 of 28
Environmental Protection Agency Application for a Waste Water Discharge Licence
Waste Water Discharge (Authorisation) Regulations 2007.
CONTENTS
Page
ABOUT THIS APPLICATION FORM 4
PROCEDURES 6
SECTION A NON-TECHNICAL SUMMARY 8
SECTION B GENERAL 9
SECTION C INFRASTRUCTURE & OPERATION 20
SECTION D DISCHARGES TO THE AQUATIC ENVIRONMENT 23
SECTION E MONITORING 20
SECTION F EXISTING ENVIRONMENT & IMPACT OF THE
DISCHARGE(S) 29
SECTION G PROGRAMME OF IMPROVEMENTS 25
SECTION H DECLARATION 27
SECTION I JOINT DECLARATION 28
ANNEX 1: TABLES/ATTACHMENTS
ANNEX 2: CHECKLIST
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
Waste Water Discharge Authorisation Application Form
wwdl_applicationformv63.doc Page 5 of 28
ABOUT THIS APPLICATION FORM
This form is for the purpose of making an application for a Waste Water
Discharge Licence under the Waste Water Discharge (Authorisation) Regulations,
2007 (S.I. No. 684 of 2007) or for the review of an existing Waste Water
Discharge licence.
The Application Form must be completed in accordance with the instructions and
guidance provided in the Waste Water Discharge Licensing Application Guidance
Note. The Guidance Note gives an overview of Waste Water Licensing, outlines
the licence application process (including the number of copies required) and
specifies the information to be submitted as part of the application. The
Guidance Note and application form are available to download from the Licensing
page of the EPA’s website at www.epa.ie.
A valid application for a Waste Water Discharge Licence must contain the
information prescribed in the Waste Water Discharge (Authorisation) Regulations,
2007 (S.I. No. 684 of 2007). Regulation 16 of the Regulations sets out the
statutory requirements for information to accompany a licence application. The
application form is designed in such a way as to set out these questions in a
structured manner and not necessarily in the order presented in the Regulations.
In order to ensure a legally valid application in respect of Regulation 16
requirements, please complete the Regulation 16 Checklist provided in Annex 2.
This Application Form does not purport to be and should not be considered a
legal interpretation of the provisions and requirements of the Waste Water
Discharge (Authorisation) Regulations, 2007. While every effort has been made
to ensure the accuracy of the material contained in the Application Form, the
EPA assumes no responsibility and gives no guarantee, or warranty concerning
the accuracy, completeness or up-to-date nature of the information provided
herein and does not accept any liability whatsoever arising from any errors or
omissions.
Should there be any contradiction between the information requirements set out
in the Application Form and any clarifying explanation contained in the
accompanying Guidance Note, then the requirements in this Application Form
shall take precedence.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
wwdl_applicationformv63.doc Page 6 of 28
PROCEDURES
The procedure for making and processing of applications for waste water
discharge licences, and for the processing of reviews of such licences, appear in
the Waste Water Discharge (Authorisation) Regulations, 2007 (S.I. No. 684 of
2007) and is summarised below. The application fees that shall accompany an
application are listed in the Third Schedule to the Regulations.
Prior to submitting an application the applicant must publish in a newspaper
circulating in the area, and erect at the point nearest to the waste water
treatment plant concerned or, if no such plant exists, at a location nearest the
primary discharge point, a notice of intention to apply. An applicant, not being
the local authority in whose functional area the relevant waste water discharge,
or discharges, to which the relevant application relates, takes place or is to take
place, must also notify the relevant Local Authority, in writing, of their intention
to apply.
An application for a licence must be submitted on the appropriate form (available
from the Agency) with the correct fee, and should contain relevant supporting
documentation as attachments. The application should be based on responses to
the form and include supporting written text and the appropriate use of tables
and drawings. Where point source emissions occur, a system of unique reference
numbers should be used to denote each discharge point. These should be simple,
logical, and traceable throughout the application.
The application form is divided into a number of sections of related information.
The purpose of these divisions is to facilitate both the applicant and the Agency in
the provision of the information and its assessment. Please adhere to the
format as set out in the application form and clearly number each section
and associated attachment, if applicable, accordingly. Attachments should
be clearly numbered, titled and paginated and must contain the required
information as set out in the application form. Additional attachments may be
included to supply any further information supporting the application. Any
references made should be supported by a bibliography.
All questions should be answered. Where information is requested in the
application form, which is not relevant to the particular application, the
words “not applicable” should be clearly written on the form. The
abbreviation “N/A” should not be used.
Additional information may need to be submitted beyond that which is explicitly
requested on this form. Any references made should be supported by a
bibliography. The Agency may request further information if it considers that its
provision is material to the assessment of the application. Advice should be
sought from the Agency where there is doubt about the type of information
required or the level of detail.
Information supplied in this application, including supporting documentation will
be put on public display and be open to inspection by any person.
Applicants should be aware that a contravention of the conditions of a waste
water discharge licence is an offence under the Waste Water Discharge
(Authorisation) Regulations, 2007.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
wwdl_applicationformv63.doc Page 7 of 28
The provision of information in an application for a waste water
discharge licence which is false or misleading is an offence under
Regulation 35 of the Waste Water Discharge (Authorisation)
Regulations, 2007 (S.I. No. 684 of 2007).
Note: Drawings. The following guidelines are included to assist applicants:
• All drawings submitted should be titled and dated.
• All drawings should have a unique reference number and should be signed by a
clearly identifiable person.
• All drawings should indicate a scale and the direction of north.
• All drawings should, generally, be to a scale of between 1:20 to 1:500,
depending upon the degree of detail needed to be shown and the size of the
facility. Drawings delineating the boundary can be to a smaller scale of between
1:1000 to 1:10560, but must clearly and accurately present the required level
of detail. Drawings showing the waste water treatment plant location, if such a
plant exists, can be to a scale of between 1:50 000 to 1:126 720. All drawings
should, however, be A3 or less and of an appropriate scale such that they are
clearly legible. Provide legends on all drawings and maps as appropriate.
• In exceptional circumstances, where A3 is considered inadequate, a larger size
may be requested by the Agency.
It should be noted that it will not be possible to process or determine the
application until the required documents have been provided in sufficient
detail and to a satisfactory standard.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form Version 6/08
SECTION A: NON-TECHNICAL SUMMARY
Advice on completing this section is provided in the accompanying Guidance
Note.
A non-technical summary of the application is to be included here. The summary
should identify all environmental impacts of significance associated with the
discharge of waste water associated with the waste water works. This
description should also indicate the hours during which the waste water works is
supervised or manned and days per week of this supervision.
The following information must be included in the non-technical summary:
A description of:
− the waste water works and the activities carried out therein,
− the sources of emissions from the waste water works,
− the nature and quantities of foreseeable emissions from the waste water
works into the receiving aqueous environment as well as identification of
significant effects of the emissions on the environment,
− the proposed technology and other techniques for preventing or, where this
is not possible, reducing emissions from the waste water works,
- further measures planned to comply with the general principle of the basic
obligations of the operator, i.e., that no significant pollution is caused;
− measures planned to monitor emissions into the environment.
Supporting information should form Attachment No A.1
Newtowncunningham Waste Water treatment plant was installed in 1975 to serve a
population equivalent of 600. Newtowncunningham WWTP provides Secondary
Treatment to the waste water from the catchment before discharge to a stream
tributary of Lough Swilly (known locally as Dooish Stream). Since it’s
commissioning in 1976 there has been much development in Newtowncunningham.
A number of improvements have been made to the plant since its installation, namely
- new intake pump station
- mechanical screen ,
- sludge holding tank
- the inclusion of automatic samplers for intake and outlet monitoring and
- extensions to the sewer network.
At present the flow to and through the plant equates to 1,400 PE.
The main elements of the WWTP are:
1. Intake Pump Station – Allows for 4DWF (37.04l/s) to be pumped forward for
treatment at the WWTP. It has 3 pumps (Duty/Standby/Assist) with Vortex
Impellers. There is an emergency overflow associated with the pump station, which
activates when flows exceed 4DWF. There is also and emergency bypass of the
works should there be a breakdown at the pumping station.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
Page 9 of 28
2. Intake works – the intake works comprises a mechanical screen, which allows for
screening of material and removal of grit. There is a flow recording (Mag Meter) on
the outlet from the main pumping station as it goes forward to the intake of the
WWTP.
3. Secondary Treatment - – secondary treatment is provided in a lagoon shaped
Oxidation ditch with a volume of approximately 1234m3. The Oxidation ditch
operates as a closed loop channel with aeration supplied by a mechanical surface
aerator, which provides both oxygenation and horizontal movement to keep the
mixed liquor in suspension. Secondary sedimentation is provided in a hopper
bottomed sedimentation tank. (Plan area 23m2).
Treated effluent – There is only one primary discharge point from the WWTP itself.
The treated effluent from the WWTP discharges by gravity into a stream tributary of
Lough Swilly (known locally as Dooish Stream). There are no secondary discharge
points.
Sludge Treatment and Disposal – Sludge is transferred to the sludge holding tank
prior to disposal to the Sludge Hub at Donegal Town.
Sewer Network
The extent of the sewer network is shown in the drawing schedule Attachment B.2.
The network drains towards the main pump station. There is one council housing
scheme pump station on the network with 2 private pump stations not under the
control of Donegal County Council.
Pump stations
1 – Blanket Nook (main pumping station) – Grid Ref. 231022 416908. There is an
emergency overflow associated with this pump station, which enters the aquatic
environment at Grid Ref. 231013 416907.
2 – Council Housing scheme at Orchard park, Grid ref. 230746 416499. There is no
emergency overflow associated with this pump station.
There are 2 private pump stations not under the control of Donegal County Council
discharging to the network. There are no emergency overflows associated with these
pump station.
Storm Water Overflow
There are 2 storm Water Overflows on the network.
1. Monfad Road – Grid Ref. 230574 416572. The overflow as it enters the
aquatic environment is located at 230566 416603
2. Mill Road – Grid Ref. 231247 416746. The overflow as it enters the aquatic
environment is located at 231250 416744.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
Page 10 of 28
3. There is an emergency overflow bypass to protect the WWTP if all pumps
fail at the intake pumping chamber and this enters the aquatic environment at
Grid Ref. 230992 416942.
The WWTP is manned part time by the Waste Water Inspector with other supporting
inputs when necessary. The inspector is also responsible for the network by carrying
out routine maintenance and scheduled specialised maintenance works.
Proposals for future upgrade
Newtowncunningham Sewerage Scheme is not listed on the Water Services
Investment Programme. At present works are ongoing to determine the source of
infiltration by storm water, which is a major cause of concern.
The treatment plant is overloaded. The current incoming loading is over twice the
design capacity. Results of downstream sampling of Dooish stream, into which the
outlet from the WWTP discharges, is shown on attachment F.1 of the Text schedule.
The existing facility cannot accommodate additional waste water from any future
development. Examination and upgrading of the treatment facilities needs to be
undertaken in order to provide a consistent quality effluent in compliance with all
national and EU legislation.
Newtowncunningham treatment plant and receiving water is routinely monitored and
sampled by Donegal County Council as part of their ongoing monitoring programme,
in accordance with the requirements of the Urban Waste Water Treatment Directive.
Results of this monitoring are shown on the Text Schedule, Attachment F1 and E4.
Note: The receiving water body into which the outlet from the WWTP discharges is
a stream tributary of Lough Swilly, known locally as Dooish Stream. Under Water
Framework Directive the waterbody is known as “Drumbarnet, Trib of Swilly”.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION B: GENERAL
Advice on completing this section is provided in the accompanying Guidance
Note.
B.1 Agglomeration Details
Name of Agglomeration: Newtowncunningham
Applicant’s Details
Name and Address for Correspondence
Only application documentation submitted by the applicant and by the
nominated person will be deemed to have come from the applicant.
Provide a drawing detailing the agglomeration to which the licence application
relates. It should have the boundary of the agglomeration to which the licence
application relates clearly marked in red ink.
Name*: Donegal County Council
Address: County House
Lifford
Co. Donegal
Tel: 074-9172222
Fax: 074-9141205
e-mail: [email protected] *This should be the name of the water services authority in whose ownership or control the waste water works is vested.
*Where an application is being submitted on behalf of more than one water services authority the details provided in Section B.1 shall be that of the lead water services authority.
Name*: Mr. Donal Casey
Address: Pollution Control Laboratory
The Kube
Magheranan, Letterkenny
Co. Donegal
Tel: 074-9122787
Fax: 074-9161304
e-mail: [email protected] *This should be the name of person nominated by the water services authority for the purposes of the application.
Co-Applicant’s Details
Name*:
Address: Not applicable
Tel:
Fax:
e-mail: *This should be the name of a water services authority, other than the lead authority, where multiple authorities are the subject of a waste water discharge (authorisation) licence application.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
Design, Build & Operate Contractor Details
Name*:
Address: Not applicable
Tel:
Fax:
e-mail: *Where a design, build & operate contract is in place for the waste water works, or any part thereof, the details of the contractor should be provided.
Attachment B.1 should contain appropriately scaled drawings / maps (≤A3) of
the agglomeration served by the waste water works showing the boundary
clearly marked in red ink. These drawings / maps should also be provided as
geo-referenced digital drawing files (e.g., ESRI Shapefile, MapInfo Tab,
AutoCAD or other upon agreement) in Irish National Grid Projection. These
drawings should be provided to the Agency on a separate CD-Rom containing
sections B.2, B.3, B.4, B.5, C.1, D.2, E.3 and F.2.
Yes No Attachment included
����
B.2 Location of Associated Waste Water Treatment Plant(s)
Give the location of the waste water treatment plant associated with the waste
water works, if such a plant or plants exists.
Name*: Area Manager Water and Environmental Services
Address: Newtowncunningham Waste Water Treatment Plant
Blanket Nook,
Newtowncunningham
County Donegal
Grid ref
(6E, 6N)
230950 416969
Level of
Treatment
secondary
Primary
Telephone:
074 9373700
Fax: 074 9329022
e-mail: [email protected]
*This should be the name of the person responsible for the supervision of the waste water
treatment plant.
Attachment B.2 should contain appropriately scaled drawings / maps (≤A3) of
the site boundary and overall site plan, including labelled discharge, monitoring
and sampling points. These drawings / maps should also be provided as geo-
referenced digital drawing files (e.g., ESRI Shapefile, MapInfo Tab, AutoCAD or
other upon agreement) in Irish National Grid Projection. These drawings should
be provided to the Agency on a separate CD-Rom containing sections B.1, B.3,
B.4, B.5, C.1, D.2, E.3 and F.2.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.3 Location of Primary Discharge Point
Give the location of the primary discharge point, as defined in the Waste Water
Discharge (Authorisation) Regulation, associated with the waste water works.
Type of
Discharge
Treated effluent from secondary treatment plant
Unique
Point Code
SW1
Location Outlet lies northwest of Newtowncunningham village
Grid ref
(6E, 6N)
230984 416993
Attachment B.3 should contain appropriately scaled drawings / maps (≤A3) of
the discharge point, including labelled monitoring and sampling points
associated with the discharge point. These drawings / maps should also be
provided as geo-referenced digital drawing files (e.g. ESRI Shapefile, MapInfo
Tab, AutoCAD or other upon agreement) in Irish National Grid Projection. This
data should be provided to the Agency on a separate CD-Rom containing the
drawings and tabular data requested in sections B.1, B.2, B.4, B.5, C.1, D.2,
E.3 and F.2.
Yes No Attachment included
����
B.4 Location of Secondary Discharge Point(s)
Give the location of all secondary discharge point(s) associated with the waste
water works. Please refer to Guidance Note for information on Secondary
discharge points.
Type of
Discharge
E.g. Diffuser, Lunar Valve, Non-return flap valve etc.
Unique
Point Code
“NOT APPLICABLE”
Location
Grid ref
(6E, 6N)
Attachment B.4 should contain appropriately scaled drawings / maps (≤A3) of
the discharge point(s), including labelled monitoring and sampling points
associated with the discharge point(s). These drawings / maps should also be
provided as geo-referenced digital drawing files (e.g. ESRI Shapefile, MapInfo
Tab, AutoCAD or other upon agreement) in Irish National Grid Projection. This
data should be provided to the Agency on a separate CD-Rom containing
sections B.1, B.2, B.3, B.5, C.1, D.2, E.3 and F.2.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.5 Location of Storm Water Overflow Point(s)
Give the location of all storm water overflow point(s) associated with the waste
water works.
Type of
Discharge
Untreated waste water from catchment
Unique
Point Code
SW2
Location Monfad Road, Newtowncunningham
Grid ref
(6E, 6N)
230566 416603
Type of
Discharge
Untreated waste water from catchment
Unique
Point Code
SW3
Location Mill Road, Newtowncunningham
Grid ref
(6E, 6N)
231250 416744
Attachment B.5 should contain appropriately scaled drawings / maps (≤A3) of
storm water overflow point(s) associated with the waste water works, including
labelled monitoring and sampling points associated with the discharge point(s).
These drawings / maps should also be provided as geo-referenced digital
drawing files (e.g. ESRI Shapefile, MapInfo Tab, AutoCAD or other upon
agreement) in Irish National Grid Projection. This data should be provided to
the Agency on a separate CD-Rom containing sections B.1, B.2, B.3, B.4, C.1,
D.2, E.3 and F.2.
Yes No Attachment included
����
B.6 Planning Authority
Give the name of the planning authority, or authorities, in whose functional area
the discharge or discharges take place or are proposed to take place.
Name: Donegal County Council
Address: County House
Lifford
County Donegal
Tel: 074-9172222
Fax: 074-9141205
e-mail: [email protected]
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
Planning Permission relating to the waste water works which is the subject of
this application:- (tick as appropriate)
has been obtained is being processed
is not yet applied for is not required
Local Authority Planning File Reference No:
Planning permission for the original Waste Water Treatment Plant was not
sought or required at the time of construction.
Attachment B.6 should contain the most recent planning permission,
including a copy of all conditions, and where an EIS was required, copies of any
such EIS and any certification associated with the EIS, should also be enclosed.
Where planning permission is not required for the development, provide
reasons, relevant correspondence, etc.
Yes No Attachment included
����
B.7 Other Authorities
B.7 (i) Shannon Free Airport Development Company (SFADCo.) area
The applicant should tick the appropriate box below to identify whether the
discharge or discharges are located within the Shannon Free Airport
Development Company (SFADCo.) area.
Attachment B.7(i) should contain details of any or all discharges located
within the SFADCo. area.
Yes No Within the SFADCo Area
����
B.7 (ii) Health Services Executive Region
The applicant should indicate the Health Services Executive Region where the
discharge or discharges are or will be located.
Name: West Region
Address: Manorhamilton
Co. Leitrim
Tel: 071-9820400
Fax: 071-9820543
e-mail:
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.7 (iii) Other Relevant Water Services Authorities
Regulation 13 of the Waste Water Discharge (Authorisation) Regulations, 2007
requires all applicants, not being the water services authority in whose functional
area the relevant waste water discharge or discharges, to which the relevant
application relates, takes place or is to take place, to notify the relevant water
services authority of the said application.
Name:
Address: “NOT APPLICABLE”
Tel:
Fax:
e-mail:
Yes No Relevant Authority Notified
����
Attachment B.7(iii) should contain a copy of the notice issued to the relevant
local authority.
Yes No Attachment included
����
B.8 Notices and Advertisements
Regulations 10 and 11 of the Waste Water Discharge (Authorisation) Regulations,
2007 require all applicants to advertise the application in a newspaper and by way
of a site notice. See Guidance Note.
Attachment B.8 should contain a copy of the site notice and an appropriately
scaled drawing (≤A3) showing its location. The original application must
include the original page of the newspaper in which the advertisement
was placed. The relevant page of the newspaper containing the advertisement
should be included with the original and two copies of the application.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.9 (i) Population Equivalent of Agglomeration
TABLE B.9.1 POPULATION EQUIVALENT OF AGGLOMERATION
The population equivalent (p.e.) of the agglomeration to be, or being, served by
the waste water works should be provided and the period in which the population
equivalent data was compiled should be indicated.
Population Equivalent 1400
Data Compiled (Year) 2008
Method *
*The population of Newtowncunningham according to the 2006 Population of
Census Towns in County Donegal was 999 persons. Commercial inputs bring the
present day population equivalent to 1,400.
Description P.E.
Domestic 999
Industrial Nil
Commercial 351
Institutional 50
total 1400
B.9 (ii) Pending Development
Where planning permission has been granted for development(s), but
development has not been commenced or completed to date, within the boundary
of the agglomeration and this development is being, or is to be, served by the
waste water works provide the following information;
• information on the calculated population equivalent (p.e.) to be contributed
to the waste water works as a result of those planning permissions
granted,
• the percentage of the projected p.e. to be contributed by the non-domestic
activities, and
• the ability of the waste water works to accommodate this extra hydraulic
and organic loading without posing an environmental risk to the receiving
water habitat.
p.e of proposed
development
% non - domestic Can plant accommodate
increase load
1220 1% No
There are a number of large residential developments seeking planning permission
in the Newtowncunningham area. However, due to the present economic climate it
is not possible at this stage to estimate how many of these projects will go ahead. If
we presume a 20% uptake then a more realistic figure would be 240PE for proposed
development.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.9 (iii) FEES
State the relevant Class of waste water discharge as per Column 1 of the
Second Schedule, and the appropriate fee as per Columns 2 or 3 of the Third
Schedule of the Waste Water Discharges (Authorisation) Regulations 2007, S.I.
No. 684 of 2007.
Class of waste water discharge Fee (in €)
€15,000
Yes No Appropriate Fee Included
����
B.10 Capital Investment Programme
State whether a programme of works has been prioritised for the development
of infrastructure to appropriately collect, convey, treat and discharge waste
water from the relevant agglomeration. If a programme of works has been
prioritised provide details on funding, (local or national), allocated to the capital
project. Provide details on the extent and type of work to be undertaken and
the likely timeframes for this work to be completed.
Newtowncunningham Sewerage Scheme is not listed on the Water Services
Investment Programme. There is no proposed scheme under Donegal County
Council to upgrade the WWTP at present. Investigations are underway however to
establish the source of storm water which enters the WWTP during periods of heavy
rainfall. This work is being co-ordinated by the SS area staff.
Attachment B.10 should contain the most recent development programme,
including a copy of any approved funding for the project and a timeframe for
the completion of the necessary works to take place.
Yes No Attachment included
����
B.11 Significant Correspondence
Provide a summary of any correspondence resulting from a Section 63 notice
issued by the Agency in relation to the waste water works under the
Environmental Protection Agency Acts, 1992 and 2003, as amended by Section
13 of Protection of the Environment Act, 2003.
Attachment B.11 should contain a summary of any relevant correspondence
issued in relation to a Section 63 notice.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
B.12 Foreshore Act Licences.
Provide a copy of the most recent Foreshore Act licence issued in relation to
discharges from the waste water works issued under the Foreshore Act 1933.
Attachment B.12 should contain the most recent licence issued under the
Forsehore Act 1933, including a copy of all conditions attached to the licence
and any monitoring returns for the previous 12-month period, if applicable.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION C: INFRASTRUCTURE & OPERATION
Advice on completing this section is provided in the accompanying Guidance
Note.
C.1 Operational Information Requirements
Provide a description of the plant, process and design capacity for the areas of the
waste water works where discharges occur, to include a copy of such plans,
drawings or maps, (site plans and location maps, process flow diagrams), and such
other particulars, reports and supporting documentation as are necessary to
describe all aspects of the area of the waste water works discharging to the
aquatic environment. Maps and drawings must be no larger than A3 size.
Newtowncunningham is located in East Donegal on the southern side of the
Inishowen Peninsula, 19km from Letterkenny and 15km from Derry city. Its close
proximity to both these places makes it an ideal residential location. This is evident
from the development surge, which has taken place in the village over the past
number of years. The town itself lies along the line of the old Derry to Letterkenny
road (L-2051-1) and was bypassed by the N13. Its hinterland is characterised by
open farmland between Lough Swilly to the northwest and the River Foyle to the
Southeast.
See the non- technical summary for detailed description of the existing treatment
plant and network.
There are a number of inadequacies associated with the WWTP. These are:
- the plant is overloaded. Current incoming load averages at 1,200-1,400PE.
- The existing outfall is effecting the quality of the receiving water downstream
from the discharge point. Recent results of BOD, COD, SS and Total P are
included in the Text schedule attachment E4.
- The existing facility cannot accommodate any additional waste water from
proposed developments.
Newtowncunningham Sewerage Scheme is not listed on the Water Services
Investment Programme. There is no proposed scheme under Donegal County
Council to upgrade the WWTP at present. Investigations are underway, however to
establish the source of storm water which enters the WWTP during periods of heavy
rainfall. This work is being co-ordinated by the Sanitary Services area staff.
There are composite samplers in place at the Intake and outlet locations of the
treatment Plant. Sampler locations are shown on drawing schedule attachment B.2.
Samples are lifted 6 times/year in accordance with the requirements of the Urban
waste Water Directive and these are tested for BOD, COD. SS. Standard operating
procedures are adopted for these procedures and these are also enclosed in
attachment C.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
The Laboratory participates in the EPA intercalibration Programme. Performance
results from last year are included in section E of this application. This forms part of
the quality control procedure.
C.1.1 Storm Water Overflows
For each storm water overflow within the waste water works the following
information shall be submitted:
• An assessment to determine compliance with the criteria for storm
water overflows, as set out in the DoEHLG ‘Procedures and Criteria
in Relation to Storm Water Overflows’, 1995 and any other guidance
as may be specified by the Agency, and
• Identify whether any of the storm water overflows are to be
decommissioned, and identify a date by which these overflows will
cease, if applicable.
There are 2 storm water overflows on the network. (see B.5 for details). There are
no plans at present to decommission either of the two SWOs. They are not in
compliance with the criteria.
C.1.2 Pumping Stations
For each pump station operating within the waste water works, provide
details of the following:
• Number of duty and standby pumps at each pump station;
• The measures taken in the event of power failure;
• Details of storage capacity at each pump station;
• Frequency and duration of activation of emergency overflow to
receiving waters. Clarify the location where such discharges enter
the receiving waters.
C.1.2 Pumping Stations
LOCATION PUMPS Storage Capacity Emergency Overflow Discharge Action Taken after power failure
Duty Assist Standby ** Frequency Duration
Blanket Nook � � � 24 hrs During heavy rain Length of storm event See note *
Orchard park � � 24hrs none
** Under normal flow conditions. Will depend on weather/seasonal conditions.
* In the event of power failure at pump stations the following action is taken.
If pump station is alarmed the inspector is alerted to a problem via the Scada control
system.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
The pump station is visited by the inspector and an investigation into the cause of
failure is begun e.g. (i) pump trip due to blockage (ii) electrical fault (determine if
problem is “in house” or general power failure in the area).
If fault is minor the pump station is returned to work as quickly as possible e.g.
blockage or trip on electrical panel.
If a general power failure in the area - ESB contacted by phone or on the ground if
in the area.
In extreme cases where power cannot be restored immediately a mobile standby
generator is brought to the site within one hour.
In extreme cases where power cannot be restored immediately a mobile standby
generator is brought to the site within one hour.
Where pump stations are not alarmed to a Scada system they are routinely
monitored by the inspector especially during periods of heavy rainfall where pumps
are vulnerable due to blockages and overheating due to prolonged use.
Attachment C.1 should contain supporting documentation with regard to the
plant and process capacity, systems, storm water overflows, emergency overflows,
etc., including flow diagrams of each with any relevant additional information.
These drawings / maps should also be provided as geo-referenced digital
drawing files (e.g. ESRI Shapefile, MapInfo Tab, AutoCAD or other upon
agreement) in Irish National Grid Projection. This data should be provided to
the Agency on a separate CD-Rom containing sections B.1, B.2, B.3, B.4, B.5,
D.2, E.3 and F.2.
Yes No Attachment included
����
C.2 Outfall Design and Construction
Provide details on the primary discharge point & secondary discharge points and
storm overflows to include reference, location, design criteria and construction
detail.
The primary discharge point (SW1) is located at Grid. Ref. 230984 416993. The
Storm Water overflows (SW2) and (SW3) are located as shown in section B.5.
There is no design criteria or construction detail available. See C.1 of the drawing
schedule for WWTP layout details
Attachment C.2 should contain any supporting documentation on the design and
construction of any and all discharge outfalls, including stormwater overflows,
from the waste water works.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION D: DISCHARGES TO THE AQUATIC
ENVIRONMENT
Advice on completing this section is provided in the accompanying Guidance
Note.
Give particulars of the source, location, nature, composition, quantity,
level and rate of discharges arising from the agglomeration and, where
relevant, the period or periods during which such emissions are made or
are to be made.
Details of all discharges of waste water from the agglomeration should
be submitted via the following web based link: http://78.137.160.73/epa_wwd_licensing/. The applicant should address in
particular all discharge points where the substances outlined in Tables
D.1(i), (b) & (c) and D.1(ii), (b) & (c) of Annex 1 are emitted.
Where it is considered that any 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 a
discharge from the works (as a result of any monitoring programme,
e.g., under the Water Framework Directive Programme of Measures) the
applicant shall screen the discharge for the relevant substance.
D.1 Discharges to Surface Waters
Details of all discharges of waste water from the agglomeration should be
supplied via the following web based link: http://78.137.160.73/epa_wwd_licensing/. Tables D.1(i)(a), (b) & (c), should be
completed for the primary discharge point from the agglomeration and Tables
D.1(ii)(a), (b) & (c) should be completed for each secondary discharge point,
where relevant. Table D.1(iii)(a) should be completed for each storm water
overflow. Individual Tables must be completed for each discharge point.
Where monitoring information is available for the influent to the plant this data
should also be provided in response to Section D.1.
Supporting information should form Attachment D.1
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
Newtowncunningham Intake Round 1
Lab Ref 6669
Date 28/10/2008
pH 7.74
Temperature Degree C 9
Electrical Conductivity (@25 degrees C 470
Suspended Solids (mg/l) 144
Ammonia (as N) (mg/l) 12.7
Biochemical Oxygen Demand (mg/l) 67
Chemical Oxygen Demand (mg/l) 258
Total Nitrogen (as N) (mg/l) 28
Nitrite (as N) (mg/l) 0.06
Nitrate (as N) (mg/l) 0.37
Total Phosphorus (as P) (mg/l) 3.55
Orthophosphate (as P) (mg/l) 1.95
Sulphate (SO4) (mg/l) 49.8
Phenols (sum) (ug/l) ug/l <1.2
Atrazine ug/l <0.02
Dichloromethane ug/l <5.0
Simazine ug/l <0.02
Toluene ug/l <0.02
Tributyltin ug/l <0.02
pm Xylene ug/l <0.1
o Xylene ug/l <0.1
Arsenic ug/l 0.2
Chromium ug/l <1.0
Copper ug/l 18.7
Fluoride Mg/l <0.1
Lead ug/l 0.4
Nickel ug/l 0.8
Zinc ug/l 68.1
Boron Mg/l <0.02
Cadmium ug/l <0.1
Mercury ug/l <0.02
Selenium ug/l 0.3
Barium ug/l 8.3
Cyanide - Total ug/l <10
Intake
The results for BOD etc are low compared to normal levels for raw sewerage. This
reflects level of surface water ingress in the combined sewer network.
Copper
Elevated copper levels are most likely to have arisen from internal plumbing copper
piping.
Zinc
Elevated Zinc levels are most likely to have arisen from galvanised metal sheeting
and other fittings used in buildings in the catchment
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
D.2 Tabular Data on Discharge Points
Applicants should submit the following information for each discharge point:
Table D.2:
PT_CD PT_TYPE LA_NAME RWB_TYPE RWB_NAME DESIGNATION EASTING NORTHING
Point
Code
Provide
label
ID’s
Point Type
(e.g.,
Primary/
Secondary/
Storm
Water
Overflow)
Local
Authority
Name (e.g.,
Donegal
County
Council)
Receiving
Water Body
Type (e.g.,
River, Lake,
Groundwater,
Transitional,
Coastal)
Receiving
Water Body
Name (e.g.,
River Suir)
Protected Area Type
(e.g., SAC,
candidate SAC, NHA,
SPA etc.)
6E-digit
GPS Irish
National
Grid
Reference
6N-digit GPS
Irish National
Grid
Reference
SW1 Primary Donegal County
Council
Stream Dooish Stream
undesignated 230984 416993
SW2 Storm
water
Overflow
Donegal
County
Council
Stream Dooish
Stream undesignated 230566 416603
SW3 Storm
water
Overflow
Donegal
County
Council
Stream Dooish
Stream undesignated 231250 416744
An individual record (i.e. row) is required for each discharge point. Acceptable
file formats include Excel, Access or other upon agreement with the Agency. A
standard Excel template can be downloaded from the EPA website at
www.epa.ie. This data should be submitted to the Agency on a separate CD-
Rom containing sections B.1, B.2, B.3, B.4, B.5, C.1, E.3 and F.2.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION E: MONITORING
Advice on completing this section is provided in the accompanying Guidance
Note.
E.1 Waste Water Discharge Frequency and Quantities – Existing &
Proposed
Provide an estimation of the quantity of waste water likely to be emitted in
relation to all primary and secondary discharge points applied for. This
information should be included in Table E.1(i) via the following web based
link: http://78.137.160.73/epa_wwd_licensing/.
Identification code for
Discharge Point
Frequency of discharge
(days/annum)
Quantity of waste water
discharged
SW1 365 114,975
Provide an estimation of the quantity of waste water likely to be emitted in
relation to all storm water overflows within the agglomeration applied for. This
information should be included in Table E.1(ii) via the following web based link: http://78.137.160.73/epa_wwd_licensing/.
Not known.
Indicate if composite sampling or continuous flow monitoring is in place on the
primary or any other discharge points. Detail any plans and timescales for the
provision of composite sampling and continuous flow meters.
E.2. Monitoring and Sampling Points
Programmes for environmental monitoring should be submitted as part of the
application. These programmes should be provided as Attachment E.2.
Reference should be made to, provision of sampling points and safe means of
access, sampling methods, analytical and quality control procedures, including
equipment calibration, equipment maintenance and data recording/reporting
procedures to be carried out in order to ensure accurate and reliable
monitoring.
In determining the sampling programme to be carried out, the variability of the
emission and its effect on the receiving environment should be considered.
Monitoring and sampling of Newtowncunningham WWTP and receiving water
takes place in accordance with the regulations laid down in the Urban Waste
Water treatment Directive. The procedures used for sampling and analyses are
included in the Text Schedule, Attachment C.1. Standard operating procedures
for quality control etc are also included. The laboratory participates in the EPA
intercalibration programme. A copy of last years’ results are included in
attachment C.1.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:08
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
Details of any accreditation or certification of analysis should be included.
Attachment E.2 should contain any supporting information.
Yes No Attachment included
����
E.3. Tabular data on Monitoring and Sampling Points
Applicants should submit the following information for each monitoring and
sampling point:
PT_CD PT_TYPE MON_TYPE EASTING NORTHING VERIFIED
Point Code
Provide
label ID’s
assigned in
section E of
application
Point Type
(e.g.,
Primary,
Secondary,
Storm Water
Overflow)
Monitoring
Type
M =
Monitoring
S = Sampling
6E-digit GPS
Irish National
Grid Reference
6N-digit GPS
Irish National
Grid
Reference
Y = GPS
used
N = GPS not
used
aSw1(P) Primary M and S 230984 416993 Y
aSW1(u)
Upstream of
discharge
point
M and S 230988 416976 Y
aSW1(d) Downstream
of discharge
point
M and s 230980 417008 Y
SW2(SWO) Storm
Water
Overflow
M 230566 416603 Y
SW3(SWO) Storm
Water
Overflow
M 231250 416744 Y
An individual record (i.e., row) is required for each monitoring and sampling
point. Acceptable file formats include Excel, Access or other upon agreement
with the Agency. A standard Excel template can be downloaded from the EPA
website at www.epa.ie. This data should be submitted to the Agency on a
separate CD-Rom containing sections B.1, B.2, B.3, B.4, B.5, C.1, D.2 and F.2.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
E.4 Sampling Data
Regulation 16(1)(h) of the Waste Water Discharge (Authorisation) Regulations
2007 requires all applicants in the case of an existing waste water treatment plant
to specify the sampling data pertaining to the discharge based on the samples
taken in the 12 months preceding the making of the application.
Regulation 16(1)(l) of the regulations requires applicants to give details of
compliance with any applicable monitoring requirements and treatment standards.
Results of sampling of the WWTP and receiving waters are shown in the Text
Schedule Attachment E4 and F1. The effect of the outlet discharge on the receiving
water is evident from the results shown. The results indicate that even though the
treatment plant is overloaded the majority of the samples taken show an effluent
quality in compliance with the Urban Waste Water Treatment Directive of 25mg/l
BOD, 35mg/l SS and 125mg/l COD. The sample taken on the 13/6/2008, however
show an increased suspended solids due to do hydraulic overloading of the plant due
to storm conditions.
Attachment E.4 should contain any supporting information.
Yes No Attachment included
����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION F: EXISTING ENVIRONMENT & IMPACT OF THE
DISCHARGE(S)
Advice on completing this section is provided in the accompanying Guidance
Note.
Detailed information is required to enable the Agency to assess the existing
receiving environment. This section requires the provision of information on the
ambient environmental conditions within the receiving water(s) upstream and
downstream of any discharge(s).
Where development is proposed to be carried out, being development which is
of a class for the time being specified under Article 24 (First Schedule) of the
Environmental Impact Assessment Regulations, the information on the state of
the existing environment should be addressed in the EIS. In such cases, it
will suffice for the purposes of this section to provide adequate cross-
references to the relevant sections in the EIS.
The receiving water into which the outlet discharges is not an SAC. However in the
event that an upgrade to the treatment works is considered the requirement for an
appropriate assessment will be reviewed at that stage.
F.1. Assessment of Impact on Receiving Surface or Ground Water
o Give summary details and an assessment of the impacts of any existing
or proposed emissions on the environment, including environmental
media other than those into which the emissions are to be made.
As already discussed above the impact the outlet is having on the receiving
environment is evident from the results shown in attachment F.1. The average BOD
mg/l on the upstream sample is 1mg/l and the average SS mg/l is 15mg/l, whereas
the average downstream BOD mg/l is 2.9mg/l and the average SS mg/l is 27mg/l. It
can be seen from these results that the discharge from Newtowncunningham WWTP
is having an impact on the water quality of the receiving water.
o Details of all monitoring of the receiving water should be supplied via the
following web based link: http://78.137.160.73/epa_wwd_licensing/. Tables
F.1(i)(a) & (b) should be completed for the primary discharge point.
Surface water monitoring locations upstream and downstream of the
discharge point shall be screened for those substances listed in Tables
F.1(i)(a) & (b). Monitoring of surface water shall be carried out at not
less than two points, one upstream from the discharge location and one
downstream.
See attachment F1 for details.
o For discharges from secondary discharge points Tables F.1(ii)(a) & (b)
should be completed. Furthermore, provide summary details and an
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
assessment of the impacts of any existing or proposed emissions on the
surface water or ground (aquifers, soils, sub-soils and rock
environment), including any impact on environmental media other than
those into which the emissions are to be made.
Not applicable. There are no secondary discharge points.
o Provide details of the extent and type of ground emissions at the works.
For larger discharges to groundwaters, e.g., from Integrated Constructed
Wetlands, large scale percolation areas, etc., a comprehensive report
must be completed which should include, inter alia, topography,
meteorological data, water quality, geology, hydrology, and
hydrogeology. The latter must in particular present the aquifer
classification and vulnerability. The Geological Survey of Ireland
Groundwater Protection Scheme Dept of the Environment and Local
Government, Geological Survey of Ireland, EPA (1999) methodology
should be used for any such classification. This report should also
identify all surface water bodies and water wells that may be at risk as a
result of the ground discharge.
Not applicable. There are no ground emissions from the works.
o Describe the existing environment in terms of water quality with
particular reference to environmental quality standards or other
legislative standards. Submit a copy of the most recent water quality
management plan or catchment management plan in place for the
receiving water body. Give details of any designation under any Council
Directive or Regulations that apply in relation to the receiving water.
The receiving water for the effluent from Newtowncunningham Treatment plant is
an unnamed stream that starts at Dooish mountain to the south of the WWTP
flowing northwards to the Lough Swilly Estuary. Upstream samples from the
WWTP discharge point show an average reading of 1mg/l over a 12 month
sampling period while the downstream samples give a reading of 2.9mg/l indicating
the effect the discharge is having on the receiving water. However the discharge has
2.02km to disperse before entering the Lough Swilly Estuary where this discharge
should have little or no effect on the aquatic environment of the estuary.
The receiving water into which the outlet discharges is 2.02km from the Lough
Swilly SAC (002287), 1.07km from the NHA(000166), 1.07km from the SPA
(004075)and 2.60km from the Shellfish Designation.
The water body report of the Water framework directive gives an overall status for
this water body as “Moderate” with an overall objective to “Restore”. The overall
risk category is “1a” – at risk. (Water body code IE_NW_39_2252). For the purpose
of the Water Framework directive the waterbody name is, Drumbarnet, Tributary of
the Swilly.
A copy of the Lough Swilly Water Quality Management Plan is enclosed with this
application in the Text Schedule, Attachment G1.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
o Provide a statement as to whether or not emissions of main polluting
substances (as defined in the Dangerous Substances Regulations S.I. No.
12 of 2001) to water are likely to impair the environment.
There is no evidence to suggest that there are sources within the agglomeration or in
the discharge itself, which would lead to emissions of the main polluting substances
(as defined in the dangerous substances regulations S.I. No.12 of 2001) at levels,
which would be likely to impair the environment.
o In circumstances where water abstraction points exist downstream of any
discharge describe measures to be undertaken to ensure that discharges
from the waste water works will not have a significant effect on faecal
coliform, salmonella and protozoan pathogen numbers, e.g.,
Cryptosporidium and Giardia, in the receiving water environment.
Not Applicable. There are no water abstraction points.
o Indicate whether or not emissions from the agglomeration or any plant,
methods, processes, operating procedures or other factors which affect
such emissions are likely to have a significant effect on –
(a) a site (until the adoption, in respect of the site, of a decision by
the European Commission under Article 21 of Council Directive
92/43/EEC for the purposes of the third paragraph of Article 4(2)
of that Directive) —
(i) notified for the purposes of Regulation 4 of the Natural
Habitats Regulations, subject to any amendments made to
it by virtue of Regulation 5 of those Regulations,
(ii) details of which have been transmitted to the Commission
in accordance with Regulation 5(4) of the Natural Habitats
Regulations, or
(iii) added by virtue of Regulation 6 of the Natural Habitats
Regulations to the list transmitted to the Commission in
accordance with Regulation 5(4) of those Regulations,
(b) a site adopted by the European Commission as a site of
Community importance for the purposes of Article 4(2) of Council
Directive 92/43/EEC1 in accordance with the procedures laid down
in Article 21 of that Directive,
(c) a special area of conservation within the meaning of the Natural
Habitats Regulations, or
(d) an area classified pursuant to Article 4(1) or 4(2) of Council
Directive 79/409/EEC2;
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
1Council Directive 92/43/EEC of 21 May 1992 on the conservation of
natural habitats and of wild fauna and flora (OJ No. L 206,
22.07.1992)
2Council Directive 79/409/EEC of 2 April 1979 on the conservation of
wild birds (OJ No. L 103, 25.4.1979)
There are no such emissions within the agglomeration, which would have a
significant effect on (a), (b), (c) or (d) above. See attachment F.1 for designations.
The result of monitoring carried out on the discharge from the WWTP display
levels, which should have no significant long-term effect on the receiving
environment.
o Describe, where appropriate, measures for minimising pollution over long
distances or in the territory of other states.
Not Applicable.
o This section should also contain full details of any modelling of discharges
from the agglomeration. Full details of the assessment and any other
relevant information on the receiving environment should be submitted
as Attachment F.1.
There is no modelling of the existing discharge available.
Yes No Attachment included
����
F.2 Tabular Data on Drinking Water Abstraction Point(s)
Applicants should submit the following information for each downstream or
downgradient drinking water abstraction point. The zone of contribution for the
abstraction point should be delineated and any potential risks from the waste
water discharge to the water quality at that abstraction point identified.
ABS_CD AGG_SERVED ABS_VOL PT_CD DIS_DS EASTING NORTHING VERIFIED
Abstraction Code
Agglomeration served
Abstraction Volume in
m3/day
Point Code
Provide
label ID’s
Distance Downstream
in meters
from Emission
Point to
Abstraction
Point
6E-digit GPS Irish
National
Grid
Reference
6N-digit GPS Irish National
Grid
Reference
Y = GPS used
N = GPS
not used
Note: Attach any risk assessment that may have been carried out in relation to the
abstraction point(s) listed.
An individual record (i.e. row) is required for each abstraction point. Acceptable
file formats include Excel, Access or other upon agreement with the Agency. A
standard Excel template can be downloaded from the EPA website at
www.epa.ie. This data should be submitted to the Agency on a separate CD-
Rom containing sections B.1, B.2, B.3, B.4, B.5, C.1, D.2 and E.3.
Attachment F.2 should contain any supporting information.
Not Applicable
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
SECTION G: PROGRAMMES OF IMPROVEMENTS
Advice on completing this section is provided in the accompanying Guidance
Note.
G.1 Compliance with Council Directives
Provide details on a programme of improvements to ensure that emissions from
the agglomeration or any premises, plant, methods, processes, operating
procedures or other factors which affect such emissions will comply with, or will
not result in the contravention of the;
• Dangerous Substances Directive 2006/11/EC,
• Water Framework Directive 2000/60/EC,
• Birds Directive 79/409/EEC,
• Groundwater Directives 80/68/EEC & 2006/118/EC,
• Drinking Water Directives 80/778/EEC,
• Urban Waste Water Treatment Directive 91/271/EEC,
• Habitats Directive 92/43/EEC,
• Environmental Liabilities Directive 2004/35/EC,
• Bathing Water Directive 76/160/EEC, and
• Shellfish Waters Directive (79/923/EEC).
See B.10 for situation regarding programme of improvements. The main directives
relating to the discharge are discussed below.
- Dangerous Substances Directive
There is no evidence to suggest that there are sources within the agglomeration or in
the discharge itself, which would lead to emissions of the main polluting substances
(as defined in the dangerous Substances Regulations S.I. No. 12 of 2001) at levels ,
which would be likely to impair the environment.
Note - Tributyl Tin
The LOD used by the contract lab is above the level of 0.001mg/l as set in S.I.
12/2001. There is no known source of this substance in the catchment.
- Urban Waste Water Treatment Regulations
At present the waste water generated from the Newtowncunningham catchment is
treated to a standard in compliance with the UWWTR by the existing Waste Water
Treatment Plant on the majority of samples for BOD and COD. Problems
experienced with storm water gives rise to suspended solids being non-compliant.
This can be seen from the monitoring returns shown in attachment E4 of the text
schedule.
- Water Framework Directive
Newtowncunningham’s outlet is located in the North Western International River
Basin district in County Donegal. This Sub basin Water body is named Drumbarnet,
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
Tributary of Swilly (IE_NW_39_2252). The overall status is “Moderate”, the
overall objective is to “restore” and the overall risk is “1a”-at risk.
- Bathing Water Regulations
There are no designated bathing areas in the immediate vicinity of the outlet. The
nearest Bathing Water designation is Rathmullan at 11.5km and Lisfannon Beach,
which is 12.5km from the WWTP.
- Shellfish Directive
The nearest Shellfish Designation is 2.6km from the WWTP outlet.
- Habitats Directive
Newtowncunningham WWTP is approximately 2.02km from the Lough Swilly
SAC (002287). The unnamed stream into which the discharge from
Newtowncunningham WWTP passes through Blanket Nook on its way to the
Swilly Estuary. Lakes, which are lagoonal in character, occur at Inch and Blanket
Nook. There is little information on the aquatic fauna found at Blanket Nook
although the rare species Jaera ischiosetosa has been recorded there. The site is of
Conservation importance as it contains good examples of at least four habitats listed
on Annex I of the EU Habitats Directive (estuaries, lagoons, Atlantic salt meadows,
old oak woods) and supports a population of Otter.
- Birds Directive
Newtowncunningham WWTP is approximately 1.07km from the Lough Swilly SPA
(004075). The adjacent pastures and arable polders at Inch, Big Isle and Blanket
Nook support internationally important populations of Whooper Swans, Greenland
White fronted Geese and Greylag Geese. It is of high ornithological importance for
wintering waterfowl, 16species occurring regularly in numbers of national
importance.
Attachment G.1 should contain the most recent programme of improvements,
including a copy of any approved funding for the project and a timeframe for
the completion of the necessary works to take place.
Yes No Attachment included
See B.10 for details ����
G.2 Compliance with Water Quality Standards for Phosphorus
Regulations (S.I. No. 258 of 1998).
Provide details on a programme of improvements, including any water quality
management plans or catchment management plans in place, to ensure that
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
WWD Application Form V6/08
wwdl_applicationformv63.doc ANNEX – Standard Forms
improvements of water quality required under the Water Quality Standards for
Phosphorous Regulations (S.I. No. 258 of 1998) are being achieved. Provide
details of any specific measures adopted for waste water works specified in
Phosphorus Measures Implementation reports and the progress to date of those
measures. Provide details highlighting any waste water works that have been identified as the principal sources of pollution under the P regulations.
An operational discharge is associated with Newtowncunningham WWTP. It is
evident from the results shown in attachment E4 and F1 that the discharge is having
an effect on the receiving water.
The measures report for this particular waterbody, PB7 and PB8 states that an
increase in capacity and nutrient removal is necessary at the WWTP as a means to
achieving “good” status. This will need to be considered if any form of upgrade is
proposed for the WWTP in order to comply with all relevant European and National
legislation including the Phosphate regulations.
Attachment G.2 should contain the most recent programme of improvements
and any associated documentation requested under Section G.3 of the
application.
Yes No Attachment included
See section B.10 ����
G.3 Impact Mitigation
Provide details on a programme of improvements to ensure that discharges from
the agglomeration will not result in significant environmental pollution.
See B.10 of this application
Attachment G.3 should contain the most recent programme of improvements,
including a copy of any approved funding for the project and a timeframe for
the completion of the necessary works to take place.
Yes No Attachment included
����
G.4 Storm Water Overflow
Provide details on a programme of improvements to ensure that discharges other
than the primary and secondary discharges comply with the definition of ‘storm
water overflow’ as per Regulation 3 of the Waste Water Discharge (Authorisation)
Regulations, 2007.
Attachment G.4 should contain the most recent programme of improvements,
including a copy of any approved funding for the project and a timeframe for
the completion of the necessary works to take place.
Yes No Attachment included
See B.5 and B.10 ����
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Appropriate Assessment
Habitats Directive Article 6 Assessment for
Waste Water Discharge License
Newtowncunningham
Text No Attachment No Description Date Check By
NTC/LA/G2 GN Appropriate Assessment 11/07/2011 Donal Casey
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
ii
Executive Summary
Article 6 assessments are required under the Habitats Directive (92/43/EEC), and are required
where a plan or project may give rise to significant effects upon a Natura 2000 site. Natura
2000 sites are those identified as sites of Community importance designated under the
Habitats Directive (Special Areas of Conservation, here after referred to as SACs) or the Birds
Directive (Special Protection Areas, here after referred to as SPAs). In the case of the present
assessment, Ramsar sites are also included by way of best practice. It is important to note that
the phrase ‘Appropriate Assessment’ is sometimes used more loosely to refer to the whole
process set out under Articles 6(3) and 6(4) of the Habitats Directive (Dodd et al., 2008), and
therefore note that for the present assessment the term ‘Article 6 assessment’ will be used, not
‘Appropriate Assessment’ (which refers to Stage 2 in the sequence under Article 6
assessment).
Guidance on Strategic Environmental Assessment (SEA) produced by the EPA (EPA, 2008)
provides a useful definition of Article 6 assessments (referred to as appropriate assessment in
that document) (EPA, 2008): “An assessment based on best scientific knowledge, of the
potential impacts of the plan on the conservation objectives of any Natura 2000 site
(including Natura 2000 sites not situated in the area encompassed by the draft plan or
scheme) and the development, where necessary, of mitigation or avoidance measures to
preclude negative effects”. Importantly, an Article 6 assessment has a narrow focus i.e. the
maintenance of the integrity of the site and assessing the significance of the effects on
designated interest features and the conservation objectives of the site. It is a protection led
assessment and is carried out using the precautionary principle.
The assessment of the present proposal for licensing the Waste Water Discharge at
Newtowncunningham concluded the following:
The screening process has been undertaken to identify the qualifying interests and potential
impacts arising from the Newtowncunningham Wastewater treatment plant.
The process has shown that there are unlikely to be any significant negative effects on these
Natura 2000 sites arising from the Newtowncunningham Wastewater Treatment Plant. It is
also unlikely that there will be ‘in combination’ negative effects from any other additional
plans or developments in the catchment. In fact, the operation of the plant in question is
highly desirable in order to protect, improve or maintain the current favourable conservation
status of Natura 2000 sites involved., and the consequences of not operating the plant
would have a far more significant negative effect on these sites.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Introduction
Article 6 is one of the most important articles of the Habitats Directive in determining the
relationship between conservation and site use. Article 6(3) requires that “Any plan or
project not directly connected with or necessary to the conservation of a site but likely to
have a significant effect thereon, either individually or in combination with other plans or
projects, shall be subject to appropriate assessment of its implications for the site in view of
the site’s conservation objectives.” The purpose of this report is to describe how that Article
6 assessment was carried out, and also to detail the results and conclusions from the
assessment.
Waste Water Discharge (Authorisation) Regulations
Local Authorities are required to carry out an Appropriate Assessment as per article 6 of the
Habitats Directive (92/43/EEC (2000)) in relation to waste water authorisations pursuant to
the Waste Water Discharge (Authorisation) Regulations, 2007 (S.I. No. 684 of 2007).
The specific objectives of the WWDA Regulations are contained within the regulations.
Article 6 assessment
The Council Directive 92/43/EEC on the Conservation of Natural Habitats and of Wild Fauna
and Flora better known as “The Habitats Directive” provides the framework for legal
protection for habitats and species of European importance. Articles 3 to 9 provide the
legislative means to protect habitats and species of Community interest through the
establishment and conservation of an EU-wide network. The Habitats Directive and the
Birds Directive and sites designated under them form this network of European protected
sites that are better known as the Natura 2000 network. This consists of;
Special Areas of Conservation (SACs) for flora, fauna and habitats of Community interest
under the EU Habitats Directive;
Special Protection Areas (SPAs) for rare, vulnerable or migratory birds under the EU Birds
Directive;
Sites that are being considered for designation as one of the above are referred to as cSAC
(candidate) or pSPA (proposed).
Ramsar sites are wetlands of global importance, listed under the Convention on Wetlands of
International Importance. Ramsar sites are contained within Natura 2000 sites and for that
reason, and in line with best practice, Ramsar sites, if present would have been included in
this assessment.
Article 6 sets out provisions which govern the conservation and management of Natura 2000
sites. Article 6(3) and 6(4) of the Habitats Directive set out the decision-making tests for
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
plans and projects likely to affect Natura 2000 sites. Article 6(3) establishes the requirement
for Appropriate Assessment:
“Any plan or project not directly connected with or necessary to the management of the
[Natura 2000] site but likely to have a significant effect thereon, either individually or in
combination with other plans and projects, shall be subjected to appropriate assessment of its
implications for the site in view of the site’s conservation objectives. In light of the
conclusions of the assessment of the implication for the site and subject to the provisions of
paragraph 4, the competent national authorities shall agree to the plan or project only after
having ascertained that it will not adversely affect the integrity of the site concerned and, if
appropriate, after having obtained the opinion of the general public”
This assessment is underpinned by the precautionary principle, especially in the assessment
of potential impacts and their resolution. If it is not possible to rule out a risk of harm on the
evidence available then it is assumed a risk may exist and it needs to be dealt with in the
appropriate assessment process.
Stages of the Article 6 assessment
The stages of an Article 6 assessment are outlined in the European Commission
Methodological Guidance on the provision of Article 6(3) and 6(4) of the ‘Habitats’ Directive
92/43/EEC (EC 2001) and the European Commission Guidance ‘Managing Natura 2000
Sites’. These are set out below in line with EPA guidance on Appropriate Assessment for
Waste Water Discharge Licensing.
Stage 1 - Screening
Step 1: Management of the site. In the case of all waste water discharges the project is not
connected with, or necessary to the management of a Natura 2000 site
Step 2: Description of the Project (in this case the Newtowncunningham WWTP) and
identification of European sites that may be affected (including ‘in combination’ effects)
Step 3: Characteristics of the site identifying areas where the project may impact on European
sites.
Step 4: Assessment of Significance. Assessment of the likelihood of significant effects of the
project on European sites, including individual and cumulative impacts. Exclusion of site
where it can be objectively concluded that there will be no significant effects and hence no
requirement to proceed to further stages.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Stage 2 - Appropriate Assessment (AA)
Step 1: Information collation of likely effects of project and impacts on European site.
Step 2: Description of the Natura 2000 sites, including qualifying interests.
Step 3: Identification of the conservation objectives for of these sites and potential significant
impacts likely to occur from the proposal
Step 4: Identification and assessment of mitigation measures against any likely adverse
effects of the Project.
Stage 3 - Assessment of alternative solutions
Step 1: Identification of alternative solutions
Step 2: Assessment of alternative solutions
Stage 4 – Imperative Reasons of Overriding Public Interest
Confirm that there are a) imperative reasons of overriding public interest and b) human health
or safety considerations or important environmental benefits. If this is so then compensation
measures are required for any remaining adverse effect.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Results of Newtowncunningham WWTP Assessment
Stage 1 –Screening
Step 1: Management of the Site.
The project is a WWTP and therefore is not directly connected with or necessary for the
management of the European sites involved.
Step 2: Description of Project and European Sites
Description of the Project
Newtowncunningham Waste Water Treatment Plant
Newtowncunningham is located in East Donegal on the southern side of the Inishowen
Peninsula, 19km from Letterkenny and 15km from Derry city. Its close proximity to both
these places makes it an ideal residential location. This is evident from the development
surge, which has taken place in the village over the past number of years. The town itself lies
along the line of the old Derry to Letterkenny road (L-2051-1) and was bypassed by the N13.
Its hinterland is characterised by open farmland between Lough Swilly to the northwest and
the River Foyle to the Southeast.
The WWTP was constructed in 1975 to serve a P.E. of 600.The existing P.E.is 1,400. It
provides secondary treatment in an Activated sludge process before discharge to a stream
tributary of Lough Swilly(known locally as Dooish Stream).
European Natura 2000 Sites
The receiving water for the effluent from Newtowncunningham Treatment plant is an
unnamed stream that starts at Dooish mountain to the south of the WWTP flowing
northwards to the Lough Swilly Estuary. which is located within County Donegal and
extends from Letterkenny to Fanad Head. The Lough Swilly SAC designation covers the
inner part of Lough Swilly and extends from just below Letterkenny to just north of
Buncrana. The SPA designation comprises the inner part of Lough Swilly, just below
Letterkenny north to Rathmullan. Upstream samples from the WWTP discharge point show
an average reading of 1mg/l over a 12 month sampling period while the downstream samples
give a reading of 2.9mg/l indicating the effect the discharge is having on the receiving water.
However the discharge has 2.02km to disperse before entering the Lough Swilly Estuary
hence this discharge is considered to have little or no effect on the aquatic environment of the
estuary.
The receiving water into which the outlet discharges is 2.02km from the Lough Swilly
SAC(002287), 1.07km and 1.07km from the SPA (004075).
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Lough Swilly SAC (site code 002287).
This large site, situated in the northern part of Co. Donegal, comprises the inner part of
Lough Swilly. It extends from below Letterkenny to just north of Buncrana. Lough Swilly is
a long sea-lough, cutting through a variety of metamorphic rocks on the west side of
Inishowen.
The site is estuarine in character, with shallow water and intertidal sand and mud flats being
the dominant habitats. The main rivers flowing into the site are the Swilly, Leannan and
Crana. At low tide, extensive sand and mud flats are exposed, especially at the mouths of the
Swilly and Leannan rivers. Salt marshes are well represented in the inner sheltered areas of
the site, with good examples in the Ramelton area. The marshes are the Atlantic salt meadow
type. Lakes which are lagoonal in character occur at Inch and Blanket Nook. Inch Lough is a
good example of a large, shallow lagoon with very low salinity in most of the lagoon. Less
information is available for Blanket Nook but it is of a higher salinity and adds to the richness
of the habitat within the site as a whole.
Lough Swilly SPA (site code: 004075)
This site, situated in the northern part of Co. Donegal, comprises the inner part of Lough
Swilly, a long inlet of the sea that cuts through a variety of metamorphic rocks on the west
side of the Inishowen Peninsula. The Lough Swilly SPA extends from just below Letterkenny
north to Rathmullan and, except in the area between Farsetmore and Blanket Nook on the
southern side of Lough Swilly, the site is bounded by the High Water Mark; its seaward
boundary is the Low Water Mark. Between Farsetmore and Blanket Nook a series of
improved pasture and arable fields of importance to geese and swans are included. The site
includes sections of the estuaries of the River Swilly, the River Leannan and the Isle Burn
and the predominant habitat is a series of extensive sand and mud flats which are exposed at
low tide – both estuaries and sand/mud flats are listed on Annex I of the E.U. Habitats
Directive. Other habitats represented on the site are salt marshes, lakes which are lagoonal in
character (at Blanket Nook), rivers and streams, sand and shingle beaches, lowland wet, dry
and improved grasslands, arable land, drainage ditches, reedbeds and scrub. Other areas of
Lough Swilly include Inch Lough and Levels are covered in a separate SPA. Lough Swilly
is an important site for waterfowl in autumn and winter. The shallow waters provide suitable
habitat for grebes and diving duck, while the intertidal flats are used by an excellent diversity
of wildfowl and waders. At high tide, the duck and wader species roost on the salt marshes
and shorelines, with some species moving to the adjacent pasture and arable fields.
Other Discharges to Recieving Waters
There are other wastewater discharges into Lough Swilly including Letterkenny, Buncranna,
which are the two major population centres within the County however these are
geographically removed from the Newtowncunningham site and are subject to separate
Licence applications. There are also discharges from smaller agglomeratins such as
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Rathmullan and Ramelton which again are are geographically removed from the
Newtowncunningham site and are subject to separate Licence applications.
Step 3: Potential Impacts
The qualifying interests of the Lough Swilly SAC and Lough Swilly SPA have been
identified and tabulated below (Table 1.0) along with an assessment of water dependence
(Curtis et al 2006. North South Shared Aquatic Resource (NS Share) Register of Protected
Areas – Report on the ecological requirements of water dependent habitats and species
designated under the Habitats Directive NS Share T5 (2)-2.1). The water dependent
qualifying interests in terms of habiats that could potentially be impacted by the WWTP
discharge are Estuaries (Habitat Code 1130) and Coastal Lagoons (Habitat Code 1150) .
The qualifying interests for species listed that could be impacted for the Lough Swilly SAC
is the Otter.
While a large range of bird species occur in significant numbers at the Lough Swilly SPA,
the Birds Directive Annex I species listed in the site synopsis for this site is given in Table
1.1. These are the the Greenland White-fronted goose (Anser albifrons flavirostris) the
Whooper Swan (Cygnus cygnus), the Bar- tailed godwit (Limosa lapponica) ,the Great
Northern Diver (Gavia immer) The Slavonian Grebe(Podiceps auritus) and the Golden
Plover (Pluvialis Apricarai) and of these the later four could potentially be effected by the
WWTP discharge. All listed species are discussed below for completeness.
Cumulative, Direct, Indirect, Short& Long Term Effects
The other discharges into the receiving waters that might potentially have cumulative direct
indirect short or long term effects on the European sites have been listed above under Step 2:
Other discharges to Receiving waters. Given the geographic spread of Lough Swilly and the
size and location of the Newtowncunningham discharge no significant Cumulative, Direct,
Indirect, Short and Long Term Effects is considered to be present. The main effect of the
removal of the untreated waste water through the treatment of Newtowncunningham waste
water will be to improve the water quality in receiving waters and thereby ensure the
composition of the flora and fauna will return to, and remain at, a more natural and
sustainable level in both the short and long term.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Step 4.0 Likely Significance of Impacts
SAC Water Dependant habitats potentially impacted by Newtowncunningham WWTP
Estuaries (Habitat Code 1130)
The ‘Status of EU Habitats and Species in Irealnd’ (NPWS 2008) states while this habitat has
been poorly sampled it is regarded that while their overall conservation status is considered
as ‘poor’ most estuaries are seen as having favourable future prospects. Some estuaries face
significant pressures from aquaculture, fishing, coastal development and water pollution. In
this case the wastewater treatment plant at Newtowncunningham is designed to mitigate the
effect of water pollution from the Newtowncunningham agglomeration, both now and into
the future, hence it is a development that will contribute to achieving the favourable future
prospects of the Lough Swilly Estuary in which it is located.
Coastal Lagoons (Habitat Code 1150)
The EU interpretation manual describes the habitat coastal lagoons as “expanses of shallow
coastal salt water, of varying salinity and water volume, wholly, or partially separated from
the sea by sandbanks or shingle, or less frequently, by rocks. Salinity may vary from
brackish to hypersalinity depending on rainfall, evaporation and through the addition of fresh
seawater from storms, temporary flooding of the sea and winter or tidal exchange”. This
habitat also includes artificial lagoons such as salt basins and salt ponds, providing that they
had their origin on a transformed old natural lagoon, or on a salt marsh and are not
significantly exploited.
According to the SAC site synopsis and the NPWS habitat map, coastal lagoons occur at Inch
and Blanket Nook (south west of Inishowen peninsula). In the site synopsis, Inch Lough is
described as being a good example of a large, shallow lagoon with very low salinity in most
of the lagoon, while less information is available for Blanket Nook but it is of a higher
salinity and adds to the richness of the habitat within the site as a whole. Although artificial in
origin, the Inch lagoon habitat in this site is one of the largest and best examples of a
shallow, low salinity lagoon habitat in the country.
The Conservation Status of this habitat in Ireland is assessed as Unfavourable – Bad overall,
mainly attributable to the loss of this resource through drainage (e.g. Tacumshim Lake and
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Shannon airport). There are significant threats to this habitat as a whole in Ireland due to
natural silting-up, water pollution (mostly from agricultural sources, but also due to domestic
effluents, due to an increase in urbanisation and industry) (DoEHLG, 2008). However, given
the distance of Inch loch and Blanket Nook from the discharge point of the
Newtownrcunningham WWTP no adverse impacts are anticipated upon this habitat.
SAC Qualifying Interests species
Otter: The ecology of otters has been the subject of a project under the LIFE Nature
programme of the European Commission, published by Life in UK Rivers. The study shows
that otters require huge territories. Quantities of prey dictate numbers of otters and any factor
that impacts on fish stock numbers can have significant impact. A little eutrophication
favours the species. The food taken by otters has been the subject of a number of studies, and
the main prey of the otter includes fish, frogs, crayfish and eels. Chemical vulnerability
relates to prey (principally fish) and the possibility of PCB contamination. Given the
relatively low nutrient loading from the Newtowncunningham WWTP and the absence of
sources of chemical pollutants in the catchment, it is extremely unlikely to have a significant
impact on this species.
SPA Annex I Birds:
To maintain the bird species of special conservation interest, for which this SPA has been
listed, at favourable conservation status we are using the habitats directive definition of FCS.
Favourable conservation status of a habitat is achieved when its natural range, and area it
covers within that range, is stable or increasing, and the ecological factors that are necessary
for its long-term maintenance exist and are likely to continue to exist for the foreseeable
future, and the conservation status of its typical species is favourable as defined below. The
favourable conservation status of a species is achieved when population data on the species
concerned indicate that it is maintaining itself, and the natural range of the species is neither
being reduced or likely to be reduced for the foreseeable future, and there is, and will
probably continue to be, a sufficiently large habitat to maintain its populations on a long-term
basis.
In relation to the general impact of sewage discharges on the aquatic environment moderate
input of nutrients can promote increased primary production leading to increased localised
biomass, which may support greater numbers of wildfowl. However, excessive loadings
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
leading to anoxic conditions in the sediments may result in azoonotic areas (nematodes and
microbes only), which will not support significant wildfowl populations. Reduced nutrient
loads will improve water quality and reduce the impacts of eutrophication. The removal of
elevated levels of nutrients which provide conditions where an un-natural level of food
supply is created for certain bird species, will be altered to a situation where the composition
of the flora and fauna will return to a more natural and sustainable level.
Overall therefore the development of the upgraded wastewater treatment works at
Newtowncunningham will be beneficial to the wildfowl population as well as the biodiversity
of the indigenous aquatic species present in the area, which form part of their food chain.
The Annex 1 birds referred to in the Site synopsis are discussed below. These species are
referred to in Table 1.1 The site synopsis also refers to a number of bird species found in L
Swilly that are of national importance and others of conservation interest, although found
commonly at various location around the country. Currently NPWS have not concluded on
what the SPA conservation interests are for the L Swilly SPA but have advised that a
significant proportion of the birds mentioned in the Site Synopsis are proposed as
conservation or additional conservation interests. A list of these other species, as advised by
NPWS, is provided in Table 1.2. All of these species are water dependant and are either
waders or are more frequently found in offshore waters. Given the discharge location into a
small stream some 2 Kms from L Swillly, the volume and quality of the treated effluent
discharge from the Newtowncunningham WWWTP and taking into account the comparative
scale and extent of L Swilly, together with the widespread distribution of the species involved
it is considered very unlikely that there is any significant impact on these species.
Annex 1 Birds
Greenland White-fronted Goose. (Anser albifrons flavirostris)
The Greenland White-fronted goose (Anser albifrons flavirostris) or 'bog' goose is a winter
visitor with a traditional and specialised association with bogs. The distribution of the
Greenland White-fronted Goose in Ireland, and in Scotland and Wales, coincides with the
climatic template that engenders the formation of oceanic blanket bog. These bogs, together
with the midland raised bogs are bounded by the four-degree January isotherm and hence
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
rarely freeze. They constituted the species' traditional habitat before the influence of man
began to change things.
The species feeds by probing for the nutritionally rich underground storage organs of Cotton
grass (Eriophorum angustifolium) and White-beaked sedge (Rhyncospora alba). Like these
other species the Greenland White-front has been able to adapt and take advantage of
agricultural grasslands and other crops. It has therefore been the situation that with the
gradual disappearance of the bogs, particularly the raised bogs, that link with the bogs is in
the process of being broken. As the discharge point of the Newtowncunningham WWTP is
into estuarine waters and hence has no impact on either bog or agricultural land there will be
no significant impact on this species.
Whooper Swan (Cygnus cygnus)
Whooper Swans ,like the Bewick’s Swan adults show an all white plumage and a yellow
patch on the blackbill. They are a common winter visitor arriving in late autumn and leaving
in mid-April, with some adults remaining here over the summer. A first breeding pair was
recorded in 1992, but main breeding grounds are in Iceland and northern Europe.
Whooper Swans can be found alongside other swan species on lakes and marshes feeding on
grass, roots and water plants. Deterioration of habitat, disturbances, illegal hunting and
pollution by lead and pesticides are the major threats to this species. As this species is mainly
a winter grazer on lands surrounding the estuary and given the location, volume and quality
of the treated effluent of the discharge from the Newtowncunningham WWWTP it is
considered very unlikely that there is any significant impact on this species
.
Bar-tailed godwit (Limosa lapponica)
This is a winter visitor from Russia & Scandinavia. Most occur between October & February.
It is usually seen feeding along outer shoreline of estuaries, sometimes in large flocks. It feed
along the tidal edge, or in shallow water (up to 15 cm depth). They usually commence
feeding on an ebbing tide, and feed continuously for up to 6 hours. Polychaete worms,
particularly lugworms, form a large proportion of their diet. On the muddier estuaries, where
lugworms may be absent, they take ragworms and bivalves. It breeds in northern Norway,
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Finland and further to the north and east. Their wintering distribution is entirely coastal,
largely confined to estuaries, with largest numbers recorded on sandy estuaries. Small
numbers have been recorded using non-estuarine coastline. Given the location, volume and
quality of the treated effluent of the discharge from the Newtowncunningham WWWTP it is
considered very unlikely that there is any significant impact on this species.
Great Northern Diver (Gavia immer)
This is a winter visitor and occurs in Ireland from September to April. They are large and
powerfully built birds feeding mostly on fish but also feeds on crustaceans, molluscs,
annelids, insects and amphibians. Great Northern Divers do not breed in Ireland. The closest
breeding birds are in Iceland and the breeding distribution spreads east through Greenland to
North America.
They are usually observed as single birds or small groups. They are the most numerous of the
divers occurring in Ireland and are particularly abundant off the south, west and northwest
coasts over the winter. Great Northern Divers occur along a variety of coastlines, particularly
deeper bays and inlets, as well as shallow bays with sandy shores. They can forage up to 10
km offshore and numbers close to shore tend to be highest when winds blow onshore. Taking
into account the tendency of this species to remain offshore to feed and given the location,
volume and quality of the treated effluent of the discharge from the Newtowncunningham
WWWTP it is considered very unlikely that there is any significant impact on this species.
Slavonian grebe (Podiceps auritus)
Grebes are fish-eating seabirds usually diving for small fish and invertebrates. Though divers
can dive down to 60 metres and stay submerged for a long time, they prefer to forage at the
edges of estuaries. Grebes tend to maintain their flocks while feeding and roosting, diving in
the presence of danger. Both divers and grebes are vulnerable to effects of pollution and
disturbance. The slavonian grebe is a small, flat-crowned grebe with its stubby dark, pale-
tipped bill can be found in bays and harbours, often in small groups, as well as occasionally
on inland lakes and reservoirs. Leaving its breeding grounds in Iceland and Scandinavia in
winter it is one of the more uncommon visitors to Ireland. An active feeder, the Slavonian
Grebe sometimes jumps clear of the water when diving for small fish, insects or other marine
invertebrates Deterioration of habitat and disturbance from fishers, photographers and tourists
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
are the major threats for the species, with fluctuations in water levels in their far North
breeding grounds and egg-collecting having a negative impact in reproductive success. Water
clarity improves the ability of such species to seek out prey and as effective waste water
treatment improves water clarity an overall beneficial impact can be expected. This species as
stated is most uncommon in Ireland hence given the location, volume and quality of the
treated effluent of the discharge from the Newtowncunningham WWWTP it is considered
unlikely that there is any significant impact possible on this species.
Golden Plover (Pluvialis Apricara)
Golden Plover are migratory and winter in southern Europe and north Africa. Around
500,000 birds winter in Ireland and Great Britain. Their breeding habitat is moorland and
tundra in northernmost parts of Europe and western Asia. They nest on the ground in a dry
open area. They are most in Ireland between October & February. This species feeds on a
variety of soil and surface-living invertebrates, principally beetles and earthworms, but also
on plant material such as berries, seeds and grasses. Throughout the winter, Golden Plover
are regularly found in large, densely-packed flocks, and in a variety of habitats, both coastal
and inland. Their distribution is widespread in Ireland. Taking into account the terrestrial
feeding habits of this species and given the location, volume and quality of the treated
effluent of the discharge from the Newtowncunningham WWWTP it is considered very
unlikely that there is any significant impact on this species.
Other Policies, Plans or Projects
There are no current proposals for further developments that would create discharges into
receiving waters.
Conclusion
The screening process has been undertaken to identify the qualifying interests of Natura 2000
sites and potential impacts arising from the Newtowncunningham Wastewater treatment
plant.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
The process has shown that there are unlikely to be any significant negative effects on the
Natura 2000 sites arising from the Newtowncunningham Wastewater Treatment Plant. It is
also unlikely that there will be ‘in combination’ negative effects from any other plans or
developments in the catchment. In fact, the operation of the plant in question is highly
desirable in order to protect, improve or maintain the current favourable conservation status
of the Natura 2000 sites involved, and the consequences of not operating the plant would
have a far more significant negative effect on these sites.
In conclusion the AA has determined that the Newtowncunningham WWTP discharge will
not adversely impact in any significant manner on the Natura 2000 sites, their qualifying
interests or conservation objectives.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
TABLE 1.0. The qualifying interests of the Lough Swilly SAC are listed in the table below
along with an assessment of their water dependence and any potential significant effects of
the Newtowncunningham WWTP.
Code Qualifying Interest Water Dependency Potential Significant Effect
1130 Estuaries Surface Water Dependent.
Aquatic Ecosytem - Quality and
hydromorphology.
Potential impact of waste water
discharge
1330 Atlantic Salt Meadows Surface Water Dependent coastal
habitat on upper part of intertidal
zone on muds and sands
vegetation tolerant of saline
conditions- Quality and
hydromorphology
No impact of waste water
discharge NPWS survey report
overgrazing and Infilling
/reclamation main threat to this
habitat
1150 Coastal Lagoons Surface Water Dependent coastal
habitat partially separated from
the sea by sandbanks or shingle,
or less frequently, by rocks.
Potential impact of waste water
discharge
1355 Otter (Lutra lutra) Surface Water Dependent: Rivers
and Lakes. Mild eutrophication
favours otters.
Chemical vulnerability relates to
prey (principally fish) and
possibility of PCB contamination.
Any factor that impacts on fish
stock numbers
Potential impact of waste water
discharge
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Table 1.1: Birds Directive (79/409/EEC) Annex I Species at Lough Swilly SPA
Qualifying Interest Water Dependency Potential Significant
Effect
The Greenland White-
fronted goose. Anser
albifrons flavirostris
Water Dependent No potential impact
as habitat is bog or
agricultural land and
not estuarine waters
Whooper Swan Cygnus
cygnus
Water Dependent No potential impact
of waste water
discharge mainly
winter grazer
Bar- tailed godwit
Limosa lapponica
Water Dependant Potential impact of
waste water discharge
Great Northern Diver Gavia immer
Water Dependant Potential impact of
waste water discharge
Slavonian Grebe
Podiceps auritus
Water Dependant Potential impact of
waste water discharge
Golden Plover
Pluvialis Apricarai
Water Dependant Potential impact of
waste water discharge
Table 1.2 NPWS proposed/additional list of birds considered of conservation interest for L
Swilly SPA
Proposed conservation interest Additional conservation interest
Greylag Goose Great Crested Grebe
Shelduck Wigeon
Teal Mallard
Oystercatcher Shoveler
Dunlin Scaup
Curlew Red-breasted Merganser
Redshank Knot
Common Gull
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
References
Dodd, A.M., Cleary, B.E., Dawkins, J.S., Ferry, C.D., and Williams, G.M. 2008. The
Appropriate Assessment of Plans in Northern Ireland: a guide to why, when and how to do it.
The RSPB, Sandy.
European Communities. 2000. Managing Natura 2000 sites. The provisions of Article 6 of
the Habitats Directive 92/43/EEC. Luxembourg.
European Communities. 2002. Assessment of plans and projects significantly affecting
Natura 2000 sites. Methodological guidance on the provisions of Article 6(3) and (4) of the
Habitats Directive 92/43/EEC. Luxembourg.
Environmental Protection Agency. 2008. Strategic Environmental Assessment – SEA Pack.
08/05/08
National Parks and Wildlife Service. 2008. The status of EU protected habitats and species in
Ireland. DEHLG.
Curtis et al 2006. North South Shared Aquatic Resource (NS Share) Register of Protected
Areas – Report on the ecological requirements of water dependent habitats and species
designated under the Habitats Directive NS Share T5 (2)-2.1
www.ramsar.org
www.wetlands.org
www.birdlife.org
www.antaisce.org
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Location Lab Ref Date pH BOD S.S Ammonia (as N) Nitrate (as N) Nitrite (as N) Ortho P Total P
(mg/l) (mg/l) (mg/l) (mg/l) (mg/l) (mg/l) (mg/l)
Downstream
Newtown - downstream 072506209 19/09/2007 7.44 2.72 4.5 0.602 1.035 0.017 0.034 0.134
Newtown - downstream 072506882 22/10/2007 7.51 2.65 6.25 0.956
Newtown - downstream 072507399 20/11/2007 7.5 0.5 4.67 0.391 1.286 0.022 0.158 0.062
Newtown - downstream 082501080 15/01/2008 7.35 1.17 153.6 0.299 1.9 0.023 0.015 0.144
Newtown - downstream 082501589 12/02/2008 7.49 1.27 3.25 0.478 1.97 0.021 0.027 0.06
Newtown - downstream 082502057 12/03/2008 7.57 2.19 39.25 0.202 0.661 0.011 0.018 0.127
Newtown - downstream 082502554 16/04/2008 7.65 1.61 4.75 0.744 1.11 0.009 0.019 0.166
Newtown - downstream 082502947 12/05/2008 7.79 2.2 0.75 1.08 0.98 0.017 0.043 0.14
Newtown - downstream 082503746 13/06/2008 7.78 15.56 76.75 6.8 0.25 <0.01 0.4 1.072
Newtown - downstream 082505354 21/08/2008 7.38 1.04 1.4 0.613 0.94 0.037 0.018 0.027
Newtown - downstream 082505915 23/09/2008 7.59 1.26 0.6 0.928 0.84 0.021 0.011 0.056
Upstream
Newtown - upstream 072506206 19/09/2007 7.39 1.04 3 <0.05 1.092 0.02 0.021 0.067
Newtown - upstream 072506879 22/10/2007 7.44 0.7 0.25 0.021
Newtown - upstream 072507396 20/11/2007 7.86 0.24 2 <0.05 1.161 0.017 0.312 0.045
Newtown - upstream 082501077 15/01/2008 7.37 0.8 122.5 0.167 1.96 0.012 0.012 0.106
Newtown - upstream 082501586 12/02/2008 7.4 1.12 0.75 0.045 2.09 0.012 <0.01 0.02
Newtown - upstream 082502054 12/03/2008 7.85 1.8 35.25 <0.05 0.74 0.006 0.015 0.2
Newtown - upstream 082502551 16/04/2008 7.61 1.12 4 0.098 1.75 0.014 1.507 0.024
Newtown - upstream 082502944 12/05/2008 8.15 1.04 0.5 0.08 1.1 0.017 <0.01 0.032
Newtown - upstream 082503745 13/06/2008 8.01 1.78 4.2 <0.05 0.73 0.022 <0.01 AR
Newtown - upstream 082505351 21/08/2008 7.78 0.58 1.4 0.069 1.06 0.029 0.009 0.027
Newtown - upstream 082505912 23/09/2008 7.56 0.31 0.6 0.003 0.72 0.01 0.006 0.018
Text No Attachment
No
Description Date Check By
NTC/LA/F1(ii)
Attachment F.1
Background river water
quality results used to
calculate assimilative
capacities
11/07/2011
Donal Casey
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Newtowncunningham Waste Water Treatment Plant
Licence Application
Drawing Schedule July 2011 – FI Update
Drawing number Attachment number Title
NTC/LA/B1(i) B.1 Agglomeration Outline
Plan 2014
NTC/LA/B1(ii) B.1 Administrative
Boundary
NTC/LA/B1(iii) B.1 Unserviced Areas
within Agglomeration
NTC/LA/B2(i) B.2 Site location of WWTP
NTC/LA/B2(ii) B.2 Site Plan - showing
monitoring and sampling
points
NTC/LA/B2(iii) B.2 Layout plan of sewer
network
NTC/LA/B5(i) B.5 Storm Water Overflow,
Location and discharge
point to stream
NTC/LA/B5(ii) B.5 Storm Water Overflow,
Location and discharge
point to stream
NTC/LA/B5(iii) B.5 Location of Emergency
overflow discharge at
Blanket Nook P.S.
NTC/LA/B8(i) B.8 Site Notice Location
NTC/LA/C1(i) C.1 As Constructed –
WWTP layout
Comhairle Chontae Dhún na nGall
Donegal County Council Laboratory Tel: 074 9122787, 9122404, 9122423 Fax 074 91 61304, 9122423
www.donegal.ie
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
NTC/LA/C1(ii) C.1 Layout Plan of
Oxidation Ditch
NTC/LA/C1(iii) C.1 Existing Clarifer – Plan
and Section
NTC/LA/C1(iv) C.1 Control House –
Plan/Section and
Elevation
NTC/LA/F1(i) F.1 Location of Upstream
and downstream
monitoring points
NTC/LA/F1(ii) F.1 Designation map for
SAC
NTC/LA/F1(iii) F.1 Designation map for
NHA
NTC/LA/F1(iv) F.1 Designation map for
SPA
NTC/LA/F1(v) F.1 Map showing Shellfish
Designation
NTC/LA/F1(vi) F.1 Map showing nearest
Blue Flag Beach at
Rathmullan and
Lisfannon
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Newtowncunningham Waste Water Treatment Plant
Licence Application
Text Schedule July 2011 – FI Update
Text number Attachment Number Title
NTC/LA/B8(i) B.8 Site Notice
NTC/LA/C1(i) C.1 SOP – P.H.
NTC/LA/C1(ii) C.1 SOP – B.O.D.
NTC/LA/C1(iii) C.1 SOP – C.O.D.
NTC/LA/C1(iv) C.1 SOP – S.S.
NTC/LA/C1(v) C.1 SOP – NH3, NO2,
NO3, etc
NTC/LA/C1(vi) C.1 SOP – Laboratory
Information System
NTC/LA/C1(vii) C.1 EPA Environmental
Intercalibration
Programme - Register
of Quality Approved
Laboratories
Submitting Data to the
EPA (2006 Data)
NTC/LA/C1(viii) C.1 Quality Manual
NTC/LA/E2(i) E.2 Equipment Calibration
Schedule
NTC/LA/E2(ii) E.2 SOP -Waste Water
Sampling Methods
NTC/LA/E2(iii) E.2 SOP – Reception and
Handling of Samples
NTC/LA/E4(i) E.4 Outlet Monitoring
Results 2007-08
Comhairle Chontae Dhún na nGall
Donegal County Council Laboratory Tel: 074 9122787, 9122404, 9122423 Fax 074 91 61304, 9122423
www.donegal.ie
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
NTC/LA/F1(i) F.1 Upstream and
Downstream Sample
Monitoring
NTC/LA/F1(ii) F.1 Background river water
quality results used to
calculate assimilative
capacities.
NTC/LA/G1 GN Lough Swilly Water
Quality Management
Plan
NTC/LA/G2 GN Habitats Directive
Article 6 assessment
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09
Ordnance Survey Ireland. All rights reserved. Licence Number 2010/02/CCMA/Donegal County CouncilThis map is provided for the purpose of information only and no other use of this map may be made without the licence of the copyright holder. Scale 1:5,000
Drawing No. Attachment No. Description Date Checked By
11.4
11.9
20.4
22.1
27.2
21.8
24.9
8.1
6.5
12.1
11.1
14.4
10.3
18.4
16.3
14.6
10.7
11.8
12.8
6.4
9.2
4.4
8.2
5.5
10.6
9.9
Well
2.7
Well
2.3
4.4
2.9
Newtowncunningham
Corn
Mill
Clubhouse
Sports
Ground
Sports Ground
Well
2.9
2.8
2.8
2.62.3
3.1
3.7
4.9
Well
3.0
3.6
4.6
6.1
4.5
5.6
4.5
4.1
5.1
Well
Well
5.2
5.0
27.9
27.1
WoodthorpeWoodthorpe
3.5
5.77.3
Orchard GroveOrchard Grove
6.3
Newtowncunningham Wastewater Treatment Works
NTC/LA/B5(iii) Attachment B.5 Location of Emergency Overflow Discharge at Blanket Nook PS 11/07/2011 Donal Casey
Pump StationEmergency Overflow
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 20-07-2011:04:02:09