boyle local area plan 2012 - 2018 - Roscommon County Council
boyle local area plan 2012 - 2018 - Roscommon County Council
boyle local area plan 2012 - 2018 - Roscommon County Council
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PART II: DEVELOPMENT STRATEGY <strong>2012</strong>-<strong>2018</strong> & BEYOND Chapter 3: Infrastructure & Services<br />
<strong>Roscommon</strong> <strong>County</strong> <strong>Council</strong> will take cognisance of<br />
the OPW’s Flooding Report and any future reports in<br />
relation to flood risk for the Boyle <strong>area</strong> and remaining<br />
<strong>County</strong>. Developments granted permission in <strong>area</strong>s<br />
close to flood plains will contain measures to ensure<br />
that the risks of flooding are minimised or eliminated.<br />
3.4.2 Flood Risk & Protection Strategy<br />
The Flood Risk & Protection Strategy aims to;<br />
• Avoid development in <strong>area</strong>s at risk of flooding by<br />
not permitting development in flood risk <strong>area</strong>s,<br />
particularly floodplains, unless it is fully justified<br />
that there are wider sustainability grounds for<br />
appropriate development and unless the flood risk<br />
can be managed to an acceptable level without<br />
increasing flood risk elsewhere and where<br />
possible, reducing flood risk overall;<br />
• Adopt a sequential approach to flood risk<br />
management based on avoidance, reduction and<br />
then mitigation of flood risk as the overall<br />
framework for assessing the location of new<br />
development in the development <strong>plan</strong>ning<br />
process; and<br />
• Incorporate flood risk assessment into the process<br />
of making decisions on <strong>plan</strong>ning applications and<br />
<strong>plan</strong>ning appeals.<br />
Policies for Flood Risk & Protection<br />
Policy 15<br />
Implement ‘The Planning System and Flood Risk<br />
Management Guidelines for Planning Authorities’<br />
2009 (DEHLG & OPW), and any future reports in<br />
relation to flood risk for Boyle or <strong>County</strong><br />
<strong>Roscommon</strong>.<br />
Objectives for Flood Risk & Protection<br />
Objective 25<br />
Require all significant development impacting on<br />
flood risk <strong>area</strong>s to provide a Flood Impact<br />
Assessment, to identify potential loss of floodplain<br />
storage and how it would be offset in order to<br />
minimise impact on the river flood regime.<br />
Objective 26<br />
Ensure all large scale developments provide<br />
‘Sustainable Urban Drainage Systems (SUDS) as part<br />
of their development proposals.<br />
Objective 27<br />
Within the Boyle LAP <strong>area</strong>, RCC shall;<br />
• avoid inappropriate development in <strong>area</strong>s at risk<br />
of flooding; and<br />
• avoid new developments increasing flood risk to<br />
buildings, including that which may arise from<br />
surface run-off.<br />
3.5 WASTEWATER SERVICES<br />
3.5.1 Existing Context<br />
In addition to drinking water treatment and<br />
distribution, Local Authorities are also responsible for<br />
waste-water collection/disposal and storm-water<br />
management, including collection and disposal. The<br />
drainage system whether separate or combined<br />
collects foul sewerage, industrial effluent and<br />
rainwater, all of which must be discharged or treated<br />
whilst minimising flood risk or environmental<br />
impacts. The development and expansion of the<br />
<strong>County</strong>’s wastewater and surface water drainage<br />
system is essential to the future sustainable<br />
development of the <strong>County</strong> and to the improvement of<br />
water quality within and adjoining <strong>Roscommon</strong>.<br />
The Boyle wastewater network was extended under<br />
the Mocmoyne Serviced Land Initiative during 2008<br />
to service lands in the Mocmoyne <strong>area</strong> on the western<br />
end of Boyle town. (See Maps 4a & 4b) The Boyle<br />
Waste Water Treatment Plant (WWTP) is designed to<br />
achieve an effluent of BOD5 = 25 mg/l, suspended<br />
solids = 35 mg/l and phosphorous = 2mg/l. However,<br />
the treated effluent is currently meeting the required<br />
parameters, as set out in the April 2010 discharge<br />
licence of BOD5 = 15mg/l, suspended solids = 25mg/l<br />
and phosphorous = 2mg/1. The <strong>plan</strong>t is designed to<br />
provide Secondary treatment with phosphate removal,<br />
sludge thickening and dewatering for a population<br />
equivalent (PE) of 6,000. It is located approximately<br />
1km northeast of Boyle town. The primary discharge<br />
from the <strong>area</strong> is located approximately 23 meters east<br />
of the treatment <strong>plan</strong>t and discharges to the River<br />
Boyle, a tributary of the River Shannon. There are no<br />
secondary discharges from the <strong>area</strong>. The <strong>plan</strong>t can be<br />
increased to an ultimate design population equivalent<br />
of approximately 9,000 within the current site.<br />
Therefore, it is considered that the wastewater<br />
treatment and disposal network has sufficient capacity<br />
for the LAP period.<br />
In 2001, upgrade works to the collection system and<br />
wastewater <strong>plan</strong>t were completed. The upgrade<br />
included the following.<br />
‣ Some previously unserviced <strong>area</strong>s were<br />
provided with new foul sewers. Some of the<br />
existing foul sewers have been revamped.<br />
‣ The treatment <strong>plan</strong>t has been upgraded to<br />
include screening and grit removal, stormwater<br />
Boyle Local Area Plan <strong>2012</strong>-<strong>2018</strong> Page 30