HomeMy WebLinkAbout2560402 - Report Received from Internal Staff - MD No 2Monaghan County Council
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PLANNING PERMISSION – ROAD CONDITION REPORT
Planning Application No. 25/60407
Previous Ref.No’s. 2560141,2560058,20502,20456
Applicant: Trevor Mc Bride,
Address:
Proposed Development: Planning permission to construct 1 No. poultry house
together with all ancillary structures (to include meal
storage bin(s)) and site works associated with
the development This application relates to a
development which is for the purposes of an activity
requiring a licence under part IV of the environmental
protection agency (Licensing) regulations 1994 to
2013, An environmental impact assessment report
(E.I.A.R) will be submitted with the planning application.
at Shanemullagh, Clontibert, Co
Location: Co. Monaghan
Adjoining Road No. LT-33302-0
Site Notice:
Yes No Date: 11/11/2025
1. The applicant is requested to submit a comprehensive Surface water drainage design that
takes into consideration the 5 Surface Water Drainage Polices as detailed in the Monaghan
Development Plan 2025 to 2031. The design should include provision for climate change and
account for the following points:
a. Submit a detailed drainage design and report outlining the determination of Qbar for
the proposed development, the design/report should include the following:
i. Hydraulic design of storm runoff to be attenuated to be calculated on the
basis of in 100-year storm return period (critical storm) and account for
climate change.
ii. Proposals to be submitted of design details, structural drawings and proposals
for construction of an attenuation storage system capable of retaining the
additional storm runoff which will be generated from the proposed
development. Location of the proposed attenuation tank/system and
“Hydro brake”™, or similar approved, facility to be clearly indicated on the
site layout plan.
iii. Surface water drainage calculations including detailed hydraulic analysis of
the development for stormwater sewer collection and disposal system
providing verification that the gradients and pipes sizes will produce flow
velocities lying in the range between 0.75m/s and 3.0m/s. The drainage
design schedule shall include the design capacity, the actual drainage capacity
required, the velocity, the water volume and the spare capacity for each
drainage run.
Monaghan County Council
Monaghan Municipal District Office
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iv. Separate Longitudinal sections to an approved scale for each of all proposed
surface water storm sewers indicating the following: pipe material and
diameter, invert level and cover levels of manholes, location of manholes and
valves, existing & proposed ground levels, gradients & chainages, bedding and
surround details.
v. Attenuation storage calculations.
vi. Longitudinal section through the proposed attenuation storage tank clearly
indicating design and all invert and cover levels of storage system, invert
level of inlet and outlet pipelines to and from the system, invert level of
discharge pipeline downstream of attenuation system, existing and
proposed ground levels to be clearly shown.
vii. Location of the proposed attenuation tank/system and “Hydrobrake™’’, or
similar approved, facility to be clearly indicated on the site layout plan.
viii. Detailed management proposals in respect of the ongoing maintenance of
any attenuation structures shall be submitted. This shall address the ongoing
maintenance of all SUDS elements, storage, flow control devices, the removal
of grit, debris and silt from structures, manholes and gullies, Health and Safety
and Waste legislation. It shall include a resourced schedule of programmed
maintenance covering both the development and post development phases
of the works (this may not be applicable if this is a MCC scheme but a plan on
maintenance and operation (M&O Manual) would still be required if being
handed over to MCC as an asset).
ix. Inclusion and location of approved Class 1 by pass oil interceptor
incorporating oil level alarm system on storm sewer discharge pipeline
from this development prior to discharge from this site , located prior to
discharge to the attenuation systems , details of proposed system along
with location on site layout plan to be submitted to the planning authority.
The oil interceptor installed shall be capable of handling the flows equivalent
to, or greater than, the maximum storm runoff possible from this
premises/development. A regular inspection and maintenance/desludging
programme shall be implemented whereby oil/solid/debris trapped within
the interceptor will be removed and disposed of offsite by an appropriate
waste disposal contractor.
x. All works to comply with Monaghan County Council Storm Water Technical
Guidance Document 2017 including construction details for manhole
construction including drop manhole, bedding & surround of pipelines.
2. Applicant to submit a swept path analysis illustrating the turning movements of HGV vehicles
both entering and exiting the site in both directions at the proposed entrance.
3. The Municipal District has concerns in relation to the distance An HGV or other vehicles must
travel from the junction of R-184-1 along the LT-33302 to the site with no pull in space
available for 410m.The applicant is requested to submit how it is proposed to address this
issue.
Monaghan County Council
Monaghan Municipal District Office
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Kind Regards,
Monaghan Municipal District. Date: 12/11/2025