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Home My WebLink About2660348 - Site layout planProposed 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 REC E I V E D : 2 5 / 0 8 / 2 0 2 6 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 REC E I V E D : 2 5 / 0 8 / 2 0 2 6