ippc application form v2/12 · this will pass through a chamber where it will be monitored for ph,...
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IPPC Application Form V2/12
Page 146 of 217
ATTACHMENT E.2
EMISSIONS TO SURFACE WATERS
SITE SERVICES LAYOUT SHEET 1 OF 2 (IE0310818-30-DR-0021)
SITE SERVICES LAYOUT SHEET 2 OF 2 (IE0310818-30-DR-0022)
LOCATION OF EMISSION TO SURFACE WATER (IE0310818-22-DR-0002)
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Attachment E.2 Emissions to Surface Waters
Uncontaminated stormwater from the facility will be discharged to the IDA’s stormwater
drain located at the road to the east of the site (access road to the IDA Belview Science
and Technology Park). Detail of the surface water emission point is outlined in Table
E.2(i) and Table E.2(ii) of this application.
Contaminated or non-compliant Stormwater will be sent to the Waterford City Council
WWTP at Belview for treatment or to the site firewater collection pond for interim
storage pending a decision on fate, as appropriate.
Process trade effluent (mainly from CIP processes) and effluent will be discharged to the
trade effluent sewer and treated at the Waterford City Council WWTP at Belview.
Condensate from the evaporation plant will be treated onsite by reverse osmosis and may
be either re-used onsite for a variety of uses or sent for treatment at the WCC WWTP
along with the process effluent.
See Drawings IE0310818-30-DR-0021 and IE0310818-30-DR-0022 for a site plan
showing the site services layout (existing and proposed). The location of the surface water
emission point is shown on Drawing No. IE0310818-22-DR-0002 also included in this
section of the IPPC licence application.
As the discharge will be of water normally entering the hydrological system at the site
environs, without any contamination arising due to site activities, there will be no impact
on the quality or volume of the receiving stream as a result.
Proposed Stormwater Collection System
There will be a single surface water discharge point from the facility, to the existing
450mm IDA storm drain at the access road east of the site.
Stormwater from road and parking areas on site will be collected and passed through an
oil/petrol interceptor and then combined with stormwater from other areas on site (mainly
roofed areas). This will pass through a chamber where it will be monitored for pH,
temperature and Total Organic Carbon content (TOC). Should the stormwater be outside
of the parameters for discharge licensed by the EPA in the facility’s IPPC licence, it will
be automatically diverted to the firewater retention pond (see below) for interim storage
and investigation prior to onward discharge / disposal.
Should the storm water comply with the discharge conditions of the IPPC licence, it will
be discharged to the IDA storm drain at a rate of 37.5 L/s. A hydrobrake system will be
provided in the drain to divert flow greater than this to the stormwater attenuation pond. A
2,000 m3 stormwater attenuation pond will be provided to attenuate large volumes of
rainfall during a storm event so that the stream and other areas around do not flood. The
stormwater attenuation pond will be lined in order to ensure that the pond does not
interfere with the groundwater in the area.
There will be no direct discharge of surface water from the facility directly to the artificial
wetland and lagoon area at the northeast of the site.
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The existing drainage ditches around the site footprint will be replaced by land drains to
take any overland flow of surface water and prevent flooding of the site itself from
overground flows from upgradient lands to the west and northwest. These drains will
discharge into the lagoons and onward to the stream.
Some of the roadways at the rear of the site (north/western end) which will only have
occasional traffic may be constructed of ‘grasscrete’, a material that allows percolation of
rainwater back into the soil.
In the event that discharge from the stormwater attenuation pond is outside of the licensed
parameters for discharge, the valve will close automatically. The non-compliant
stormwater may be sent to the Waterford City Council WWTP at Belview for treatment or
to the site firewater collection pond for interim storage pending a decision on fate, as
appropriate.
• There will be no substances listed in the Schedule of EPA
(Licensing)(Amendment) Regulations 2004 S.I. No. 394 of 2004 held or used
at the facility, so there will be no emissions thereof to surface water.
• There will be no substances listed in List I and List II substances listed in the
Annex to EU Directive 2006/11/EC (as amended), held or used at the facility,
so there will be no emissions thereof to surface water.
• There will be no substances listed in the European Communities
Environmental Objectives (Surface Waters) Regulations held or used at the
facility, so there will be no emissions thereof to surface water.
Emission levels for discharges to surface water
The EPA’s BAT Guidance Note on Best Available Techniques for the Dairy Processing
Sector (2008), Section 6.2, sets out emission level values that are achievable for
wastewater treatment. Those emission levels apply to effluent prior to dilution by
uncontaminated streams, e.g. storm water, cooling water, etc, and are not intended as
emission limits for discharges of uncontaminated stormwater. Section 7.2 of the BAT
Guidance Note proposes the following monitoring of aqueous emissions:
Daily monitoring of flow, volume, pH, temperature and any other relevant parameters
deemed necessary by the Agency, taking account of the nature, magnitude and variability
of the emissions and the reliability of the control technique.
It is proposed that the following be conducted on the discharge to the IDA stormwater
drain from the stormwater attenuation pond:
Parameter Frequency of monitoring
pH Continuous
Flow Continuous
Temperature Continuous
TOC Continuous
Note that at the time of this application, the EPA was in the process of inviting
consultation on guidance for the setting of trigger values for discharges to surface water,
which recommended that 12 months of continuous monitoring be collected after
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commencement of operation of a licensed activity, to enable realistic trigger values to be
set for the individual site.
A summary report of emissions to surface water shall be submitted to the EPA each year
as part of the Annual Environmental Report (AER) for the facility. The information
contained in the AER shall be prepared in accordance with any relevant guidelines issued
by the EPA.
Proposed Effluent Collection System
There will be no discharges of treated or untreated effluent to surface water arising at the
facility. Trade effluent will be collected in a balancing tank and neutralised prior to
discharge to the sewer, which will carry it for treatment at the Waterford City Council
WWTP at Belview. Foul effluent will similarly be sent for treatment by sewer at the
Waterford City Council WWTP at Belview.
Water Quality in the Downstream Surface Water Courses
Stream
Uncontaminated stormwater from the site will be discharged in a controlled fashion to the
IDA stormwater drain at location SW1.
In 2007, Scott Cawley Ltd. performed biological water quality sampling (Q-sampling) in
the stream. The results indicated that the stream had a Q-rating of 3-4 and 3, i.e. slightly
to moderately polluted in terms of its biological water quality.
In 2009, AWN conducted a hydraulic capacity assessment of the stream east of the site as
part of the Environmental Impact Assessment for the Supram facility (planning ref. KK
PR/09/194). For that proposed site, using the rainfall data for Waterford city from Met
Eireann, the receiving stream has sufficient hydraulic capacity to cater for the stormwater
discharge from the proposed Supram development, during a 1 in 100 year flood over a 1
hour period, even considering the possible impacts from climate change.
River Suir
The Lower River Suir, which is located approximately 330m south of the site, covers a
stretch of 6.5 Km of the Suir Estuary, that extends from Ballynakill on the outskirts of
Waterford city, to Cheekpoint, where the Suir meets the River Barrow. The Lower Suir
Estuary is considered a transitional water body, i.e. a surface water body in the vicinity of
a river mouth, which is partly saline in character as a result of its vicinity to coastal
waters, but which is substantially influenced by freshwater flows.
The Lower Suir Estuary is not a Water Framework Directive (WFD) protected area.
Approximately 1.7Km downstream of the confluence of the stream and the Suir estuary is
a New Shellfish Area at the meeting of the River Suir and the River Barrow. The section
of the Lower Suir Estuary from Little Island to Cheekpoint has Good WFD status. The
EPA’s online maps show the estuarine water quality of the Lower Suir Estuary to be
Intermediate (2007-2009).
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The subject site falls within the catchment areas of both the Barrow and the Suir rivers,
which are salmonid water bodies. The surface water environment surrounding the site is
considered ecologically sensitive as:
• The Lower River Suir is a designated proposed NHA and candidate SAC (site
code 2137)
• The River Barrow/River Nore is a candidate SAC
• The River Barrow estuary is a proposed NHA; and
• King’s Channel is a proposed NHA (site code 001702).
In 2009, AWN conducted a baseline water quality survey at the streams located east and
west of the site as part of the Environmental Impact Assessment for the Supram facility
(planning ref. KK PR/09/194). Water samples were collected by AWN from both streams
and analysed for a range of parameters. This was collated with Q-sampling also conducted
by the ecologists, Scott Cawley Ltd., in 2007, and desktop data taken from the South
Eastern River Basin District (SEBRD) reports 2005-2007 and from Waterford City
Council (2007).
AWN concluded that the River Suir and River Barrow in the vicinity of the Supram site
were at risk of not achieving “good status” by 2015, according to the SEBRD. The
Barrow, Nore, Suir Estuary was possibly at risk of not achieving “good status” by 2015.
This was due to the presence of elevated levels of contaminants, presumably due to
untreated effluent outfalls into the rivers.
Since the time of AWN’s study, the Waterford city WWTP at Belview has come online.
This has the capacity to treat 190,000 p.e., of which 60% is reserved for industrial use. It
is assumed that the operation of the WWTP will have led to a significant improvement in
water quality in the Suir and downstream.
Flood Risk
The site is not in a flood risk area. According to the OPW flood maps, no flood events
have been recorded at the subject site or in the immediate surrounding area: the nearest
flood locations is the northern bank of the Suir, located ca. 300m south of the subject site.
Kilkenny County Council does not have any records of flooding in the vicinity of the site.
Waterford City Council records show the highest recorded flood level at Rice Bridge to be
2.87 m O.D. (Malin).
The lowest point of the site is 15.5 m O.D.(Malin). The bank of the River Suir, which is
located south of the site, is 1.45 to 1.62 m O.D. (Malin). The subject site, situated
approximately 13 m higher than the banks of the River Suir, thus has a very low risk of
flooding.
The Ferrybank-Belview Local Area Plan (March 2009, Section 2.11.3) states that there
are no flooding problems in the area except in the Newrath area adjacent to the River Suir,
which suffers from tidal flooding on the local road.
AWN conducted a desktop hydraulic capacity assessment in February 2009 of the
receiving stream (to the east of the subject site) for surface water runoff from the Supram
development (planning ref. KK 09/194). It concluded that the receiving stream has
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sufficient hydraulic capacity to cater for the surface water discharge from the proposed
Supram development, during a 1 in 100 year flood over a 1 hour period, even taking
climate change effects into account.
The LAP seeks to protect all stream and river corridors from development, with
opportunities for storm water attenuation ponds in the proposed areas of open space, so as
to ensure the water quality of rivers and streams is maintained. The stormwater
attenuation pond (capacity 2,200m3) is sized to take the runoff from the roofed and
hardstanding areas of the site during a 1 in 100 storm event. The receiving IDA pipe is of
450mm dia. at 1:447 gradient with a capacity of 150 L/s. A hydrobrake system will be
installed to ensure that excessive runoff from the site during a storm event is contained in
the stormwater attenuation pond to minimise the possibility of flooding the stream and
downstream lands. The collected stormwater will be released in a controlled fashion to the
stream post-storm event.
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