HomeMy WebLinkAbout2660348 - EIAR - EIARREC
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Proposed Development For Kevin Mc Vickar
Site Layout Plan
SCALE : 1:500
N
O.S. Digital Sheet REF:- 922 - b
Mullaliss Td., Glaslough, Co. Monaghan
46.312
47.267
42.014
43.084
49.365
48.740
46.029
43.445
40.191
40.672
40.180
40.703
40.616
39.817
EP
43.095
43.655
43.594
43.528
43.483
42.369 43.309
43.464
41.603
43.088
41.386
41.295
43.178
43.619
41.163
46.487
47.631
41.317
43.078
48.461
47.579
43.426
40.110
40.643
40.022
40.573
40.680
40.492
43.652
43.596
43.547
43.265
41.186
43.331
42.758
43.136
41.584
43.151
41.228
43.182
43.652
43.627
41.481
47.875
49.967
41.496
48.712
43.439
40.093
40.540
39.938
40.324
40.682
43.103
43.555
43.416
43.489
43.463
41.142
42.690
43.188
41.810
42.929
41.214
43.008
43.684
43.612
41.826
49.051
51.176
43.397
40.172
40.296
39.893
40.275
40.647
43.274
43.498
43.569
42.346
43.414
42.043
42.577
42.754
43.534
FFL:43.596
42.192
49.916
52.554
41.627
41.360
40.289
40.248
39.792
40.013
40.605
43.217
43.433
43.530
42.736
42.523
42.355
41.255
42.348
43.825
43.591
42.547
46.956
41.460
41.401
40.151
40.096
39.963
40.673
43.484
43.581
43.143
42.047
41.412
41.874
43.818
43.660
46.538
46.596
41.526
40.404
39.929
40.696
IL:39.781
43.585
43.662
41.64041.653
43.517
43.596
46.217
46.646
49.366
39.940
40.696
40.316
40.116
43.469
41.442
43.525
46.813
49.593
48.994
40.881
40.170
40.285
40.252
43.314
43.402
41.132
48.774
49.640
48.886
40.146
40.628
40.309
43.425
43.142
49.348
50.373
49.077
43.338
40.283
40.918
40.029
43.191
43.513
42.901
43.478
48.966
50.773
49.350
43.586
40.408
IL:39.976
41.251
39.956
42.019
43.455
43.085
43.541
43.127
43.532
42.884
42.958
48.289
50.905
49.375
44.061
40.596
40.070
40.500
40.915
39.803
40.710
43.594
42.999
43.482
43.403
43.333 43.541 43.190
42.357
46.555
47.099
50.453
49.783
40.551
40.039
40.516
40.641
40.810
39.771
40.658
43.589
43.220
43.491
43.480
43.214
43.350
43.088
41.901
41.890
45.924
46.381
46.792
51.214
50.127
44.560
40.593
40.006
40.62739.874
40.844
40.812
39.753
S/WIRE
43.394
43.523
43.500
43.184
43.320
43.140
SILO
43.019
41.759
42.497
41.333
46.274
46.239
47.177
45.233
50.923
49.870
44.738
40.536
40.119
40.685
40.008
40.892
40.789
40.877
39.764
43.207
43.580
43.365
43.510
43.143
43.430
43.278
43.039
42.902
41.125
43.261
43.522
41.834
46.271
47.088
45.140
50.836
49.471
44.915
40.773
40.151
40.779
39.997
40.834
40.869
40.321
39.752
40.537
43.055
43.584
43.544
43.554
42.813
43.472
43.380
43.478
41.281
42.815
41.333
FFL:43.284
43.679
FFL:43.564
CONCRETE TARMAC
49.61
49.08
48.48
47.91
47.01
46.32
46.21
47.23
48.33
49.16
50.65
51.30
51.96
52.24
52.59
46.16
45.96
45.41
44.63
43.86
43.35
42.67
42.05
41.68
41.37
41.42
41.27
41.31
41.3141.25
41.39
41.24
41.37
41.60
41.33
41.11
41.05
41.12
41.20
41.37
41.32
41.40
41.46
41.49
41.41
41.37
41.38
40.89
41.35
41.32
41.36
41.50
41.18
41.13
SV
G
G
G
IL:39.15
IL:38.96
IL:38.52
IL:38.46
IL:38.49
Eave Ht=46.41
Eave Ht=45.78
Eave Ht=46.66
Eave Ht=45.40
Eave Ht=51.32
Ridge Ht=47.24
Ridge Ht=48.90
Ridge Ht=46.43
Ridge Ht=55.27
MH
MH
Washings Tank
GRASS
GRASS
GRASS
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
Concrete Yard
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
GRAVEL
S/WIRE
MH
GRAVEL
GRAVEL
GRAVEL
GRAVEL
CHA
N
N
E
L
CONCRETE
SILO
SILO
SILO
GAS
T
A
N
K
GAS
T
A
N
K
MH
RL:49.164
RL:49.196
EL:46.467
EL:46.452
MH
RL:46.901
FROM THE SITE REACHING THE PUBLIC ROAD. AFTER INTERCEPTION CONNECT INTO THE ROADSIDE DRAIN
ENTRANCE, AT LEAST 3.0M BACK FROM THE ROADSIDE EDGE TO INTERCEPT ANY SURFACE WATER
PROVIDE EITHER A GALVANISED STEEL CATTLE GRID OR AN 'ACCO' DRAINAGE CHANNEL ACROSS THE
PIPE THE ROADSIDE DRAIN BEHIND THE HEDGE USING CONCRETE PIPES, SIZE TO BE DETERMINED
ONLY THE PORTION OF THE HEDGE REQUIRED TO PROVIDE SIGHT SPLAYS TO BE REMOVED.
BEECH
SPECIES HEIGHT AT NUMBER TO
PLANTING BE PLANTED
FAGUS SYLVATICA 5.0M 15
150HAWTHORN
CRATAEGUS MONOGYNA
25-35M
TREE
HEIGHT
HEDGE
HEIGHT
SIZE IN
20 YRS
MATURITY
(YRS)
LIFSPAN
(YRS)
150-300
250
H: 11M
C: 6M 1200.9M+
1.2 m --Cropped @
1.2 m
All Yard Concrete Aprons To Be
Laid To Falls & Diverted Towards
New Interceptor
See Enclosed Interceptor Details.
Final Chamber Of Interceptor
Connected Into Site Drainage
System As Shown
surface no higher than 250mm above the level of the adjoining
The area within the visibility splays shall be cleared to provide a level
carriageway and shall be retained & kept clear therafter.
A maximum of 1 no. pole or column is acceptable in each visibility splay.
Any pole or column materially affecting visibility must also be removed.
The cost of removing columns / poles is to be borne by the applicant.
No. Work shall commence on site until the visibility splays have been provided.
VISIBILITY SPLAYS
located in front of the visibility splays shall be removed.
Any hedges/walls/fences/trees/shrubs etc. (of any height)
It is recommended that any new trees or shrubs be planted at least 1.0m
The line of any new fence or wall must be positioned behind the visibility splays.
will require additional set back.
back from the visibility splays to allow for future growth and some species
Proposed
Storm
Foul
15.5 m3
Washings Tank
Hydrobreak On Outfall
Before Discharge To Drain
Site Boundary
Outlined In Red
'a'
'a'
'X'
Location Of Public
Notice At Existing Entrance
Existing Poultry Unit
Approved Under P 18/247
Existing Poultry Unit
Approved Under P 18/247
Silt Trap On Main Storm Line
To Filter Sediment / Silt Before
Entering The Attenuation Area
Subsoil
Attenuation
50
.
0
m
S
i
g
h
t
S
p
l
a
y
50
.
0
m
S
i
g
h
t
S
p
l
a
y
50.0m Sight Splays
Already In Existance
50.0m Sight Splays
Already In Existance
58.
6
m
7.1m
17.
7
m
Interceptor location To Collect
Any Spillages On Concrete
Aprons Manual Diversion Valve & Manhole To
Divert House Washings Water During
Washdown Into Washings Tank And
Yard Storm Water Into The
Attenuation Tank
Washings Tank
120.0m2
Existing Storm
Drain Connected Directly
To Open Stream On South
Western Boundary
Existing
Generator
Existing Drainage
Channel
Existing
Drainage
Channel
FFL :- 41.0
Existing Manual Diversion Valve
Opened When Washing Out
Existing Houses
Site Area :-
5.77 Acres ( 2.33 Hectares)
Laid To Falls
Existing Established Mature
Boundaries. No Additional
Landscaping required
Existing Established Mature
Boundaries. No Additional
Landscaping required
En
c
o
r
e
C
o
n
s
u
l
t
i
n
g
KEVIN MC VICAR
Mullaliss
Glaslough
Co Monaghan
Project:
Drawing Title:
Drawing: ENPL2026 - 08 - 02
Date: 25.02.2026
Scale As Shown
Rev:
Drawn By: JB
Joe Beggan
Encore Consulting
087 - 2924047
email :- jgbeggan@gmail.com
Rev Date Amendment
Site Layout Drawing
Proposed New Broiler House
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