Closeburn, Woodstock North, Athy Co Kildare

Retention permission to Retain Sunroom to the side of existing dwelling as constructed with all associated ancillary site works

In summary terms, the installation of a trade effluent waste water treatment system and ancillary components and underground, surface water attenuation tank which replaces the attenuation pond granted at the north of the site under Pa Ref: 22/1443 and an enlarged attenuation/infiltration tank as the south for the site. In detail, the treatment system and ancillary equipment and other works consisted of the construction of: • A sludge removal building (circa 8.73m in height and area 124.3sqm) and sludge tank (height circa 8m); • A control building (height circa 4.38m and area 112sqms) and associated and ancillary equipment. • A Dissolved Air Flotation (DAF) Building (Height circa 5.33m and area 93.8sqm); • Aeration tank and 2 no. clarifiers (The aeration tank has a height of circa 5.5m and the two clarifiers have heights of circa 5.5m); • Balance tank and high strength balance tank (respective heights are circa 8.14m and circa 7.12m); Concrete aprons on the north and north west of the treatment system. The concrete apron to the north west includes ancillary electrical equipment; A surface water, underground, attenuation tank located of the north of the treatment plant and an amendment to the surface water drainage system at the south of the site to include an enlarged, underground, infiltration/attenuation tank and a reduction in the number of swales. Installed Palisade fencing (2.4m in height), along the west and northern boundaries of the site and to the east of the treatment plant as shown on the submitted drawings. This application includes all other ancillary equipment, components, containers and pumps required for the operation of the treatment system and surface water drainage. The development includes permission for additional landscaping around the perimeter of the treatment system on the north and north west boundaries

1. The demolition of an existing 9m high warehouse (1,770 sqm) and existing ancillary buildings (692 sqm) and infrastructure. 2. The construction of new two storey 14m high production building incorporating warehouse space, food process areas, loading and unloading facilities, staff offices and toilets, plant rooms, roof mounted solar panels, external elevation logo signage. The building has a gross floor area of 7,495 sqm over two floors (Ground floor 5,657 sqm and first floor area 1,838 sqm). 3. The demolition of an existing effluent treatment plant (144 sqm compound) and reconstruction of new treatment plant (952 sqm compound). 4. The installation of a sprinkler storage tank (113 sqm), a glycol tank (23 sqm) and construction of an associated pump house (41 sqm). 5. The installation of food and ethanol silos. 6. Construction of a new gated exit onto local road L8068 and security hut 6 sqm. 7. Construction of a new ESB substation and undergrounding of existing ESB power lines. 8. Amendments to the existing stormwater drainage system. 9. Provision of associated site infrastructure including electric vehicle parking spaces; cycle parking and shelter 20 sqm; tanker unloading bund; refrigeration and air conditioning plant and equipment; raised external plant deck (317 sqm); connections/upgrades to existing services; hard and soft landscaping; boundary treatments; external lighting and all other associated and ancillary development and works above and below ground level to complete the project. 10. Current operational hours of the entire facility are 7 a.m. to 4.30 p.m. It is proposed that the hours of operation would increase to 24 hours with the use of shifts. The facility will not be operational on Sundays or Bank holidays. This would apply to both the existing and the above proposed extension. 11. The planning application is accompanied by an Environmental Impact Assessment Report and a Natura Impact Assessment. Revised by Significant Further Information: a) Changes to the design of the building including adjustments to the height of the building so it now ranges from 10m to 14.5m at its highest point; b) Changes to the finishing and screening materials for the proposed building and associated infrastructure. c) Revised plans illustrating items “a” and “b” including a “Materials” document illustrating the specification and location of the finishing materials and physical samples of the finishing materials proposed on the façade of the r

(A) Demolition of existing front porch to existing 3 bedroom house (73m2) (B) Renovation of existing house including minor interior alterations, new window opening and installation of external insulation system. (C) Construction of a part single and part two storey extension (104m2) tot he rear of the existing property with enclosed external terrace and all associated ancillary siteworks

the development of 3 no. 2 storey dwellings, 3 no. Aswaflow SBR wastewater treatment system & sand polishing filter and all ancillary site development works

3 no. of dormer dwellings, 3 no. new Aswaflow SBR wastewater treatment system and sand polishing filter and all ancillary site development works