OUTLINE CONSTRUCTION MANAGEMENT PLAN AND …

OUTLINE CONSTRUCTION MANAGEMENT PLAN AND

OUTLINE CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT PLAN

SHD PLANNING APPLICATION

Phibsborough Shopping Centre

J.J.CAMPBELL AND ASSOCIATES

2 | P a g e OUTLINE CONSTRUCTION MANAGEMENT PLAN AND C&DW MP

Content:

1. Introduction………………………………………………………………………………………………. 3 2. Construction Programme and Phasing……………………………………………………….. 6 3. Provision for Construction………………………………………………………………………….. 6 4. Hours of Operation…………………………………………………………………………………….. 10 5. Environmental……………………………………………………………………………………………. 10 6. Air Quality and Dust Monitoring ……………………………………………………………….. 11 7. Traffic Management…………………………………………………………………………………… 12 8. Road Maintenance and Reinstatement Works……………………………………………. 16 9. Construction and Demolition Waste Management Plan…………………………….. 16 Appendix A – Site Plan and Construction Traffic………………………………………………….. 17 Appendix B – Construction and Demolition Waste Management Plan…………………. 19

Document Information

Project Phibsborough Shopping Centre Project No. 1920-06 Document Title Outline CMP AND Outline C&DW MP Prepared by Jacek Urbanski Professional Title Mgr Inz Eur Ing CEng MIEI IntPE (Irl) Checked by John Campbell Professional Title BE PEng Canada CEng MIEI ACEI Reg Eng Date 27th November 2020 File Reference P:\Current Projects\Projects 2019\ 1920-06 PSC\ Docs\JJC



1.0 Introduction

The Construction Management Plan includes a description of the proposed works and how these works will be managed for the duration of the works on site. This plan will be managed and updated in advance of and throughout the construction phase as required by the appointed Main Contractor. The issues covered within this document may be amended or added to by the Main Contractor. The Construction Management Plan will be integrated into and implemented throughout the construction phase of the project to ensure the following: • all site activities are effectively managed to minimise the generation of waste and to maximise the opportunities for on-site reuse and recycling of waste materials. • all waste materials generated by site activities, that cannot be reused on site, are removed from site by appropriately permitted waste haulage contractors and that all wastes are disposed of at approved waste licensed / permitted facilities in compliance with the Waste Management Acts 1996, the Waste Management (Amendment) Act 2001 and the Protection of the Environment Act 2003. • to manage and control any environmental impacts (noise, vibration, dust, water) that project construction work activities may have on receptors and properties that are located adjacent to project work areas and on the local receiving environment. • to comply with planning conditions and requirements relating to waste management as required by DCC.



1.1 Site Location The site is situated at Phibsborough Road in Dublin, in the administrative area of Dublin City Council.

Photograph 1 - Site Location Map



1.2 Project Description The proposed development consists of the alterations to existing permitted development at Phibsborough Shopping Centre (as permitted under DCC Reg. Ref.: 2628/17, ABP Reg. Ref.: ABP-300241-17) from student accommodation to shared accommodation. The proposed development proposes the reconfiguration and alteration of the existing permitted student development buildings layouts and arrangement to accommodate a 321 bed shared accommodation and associated facilities. This includes a minor relocation of the building footprints, a minor increase in height, proposed new roof gardens and other minor alterations in respect of the wider permitted scheme, as a result of the alteration to shared accommodation, are also included. A full description of the alterations is set out in the Statutory Notices.



Ph Photograph 2 - 3D Image of Proposed Scheme (Courtesy of Donnelly Turpin Architects)



2.0 Construction Programme and Phasing Subject to a successful grant of planning, it is intended for the works to commence in Q3 2021. The proposed development is anticipated to be constructed over 28 months. Detailed construction programme will be prepared by the appointed Main Contractor. The proposed development shall be constructed in one phase. The development is proposed to be constructed as follows:

• Set up site perimeter hoarding/ covered walkway, maintaining as much as possible of the existing pedestrian and vehicular network around the site

• Site Clearance • Reduced Levels • Piling, foundations, ground beams and underground attenuation tank • Site services • Construct building concrete and steel frames. Two residential blocks will be

constructed simultaneously. Two tower cranes will be used to erect light steel members and a mobile crane will lift heavy transfer beams and columns.

• Façade completion • Mechanical and Electrical fit-out • Finish Interior and Exterior Landscaping

3.0 Provision for Construction

3.1 Set-up of Site and Access/Egress Points

The site will be hoarded off with covered walkway, details of which to be agreed with DCC. Controlled access points will be monitored at all times and locked outside working hours. The hoarding will be well-maintained and painted or covered with graphics portraying project information. Fencing or hoarding will be provided within the site as a safety barrier around any work areas excavations. The location of this will change during the course of the project.

In response to Covid-19, the Main Contractor will introduce a number of items to deal with the daily challenges that this issue brings. This would include measures for social distancing, site access, inductions, temperature checks etc. There will be a one way system set up around the site, adequate canteen facilities including staggered break times. Toilets and canteens will be cleaned and maintained at regular intervals during the day. Sanitising stations will be set up at entrance to site and throughout the entire site.



3.2 On Site Accommodation

On site accommodation will consist of: • Materials drop-off and storage area • Staff welfare facilities i.e. toilets, canteen etc.

The main offices will have integrated welfare facilities including male and female toilets and kitchen facilities for staff. Operative welfare facilities including drying rooms and locker rooms will be provided. Additional mobile welfare units or toilet blocks will be positioned in designated areas for convenience. The welfare facilities on site will vary according to the workforce on site. Site offices and staff welfare facilities will be situated in the service yard or public plaza, similar to photo No. 3 below.

Photograph 3 - Example of Site Accommodation



3.4 Removal/ Diversion of Services

Existing wastewater and storm water drainage will not be disturbed because a drainage infrastructure will be installed to service the site. Other existing utility services which traverse the site will be diverted and rerouted during the course of the project to ensure that services are always maintained. A Ground Penetrating Survey has been carried out to establish the locations of services. Any existing piped or cabled underground services will be verified on site and will be made safe and removed/rerouted as required.

3.5 Site Clearance & Demolition

The existing garage premises on the South of the site and the existing East Terrace at Dalymount Park will be demolished under separate planning permission already granted. No additional demolition is proposed under this alteration application. Before site clearance commences, the contractor will carry out all necessary services diversions and decommissioning works. Any materials identified as being hazardous will be removed and disposed of in strict accordance with the applicable legislation.

3.6 Piling Works

It is proposed to install Odex piles or DYWIDAG mini piles at column location. A secant pile wall or trench fill around the footprint of the attenuation tank will be installed to allow safe excavation for the tank. The auguring of the piles will generate spoil that will be disposed off at an appropriate licensed land fill site. The concrete operations associated with the piling will require concrete deliveries to site.

3.7 Excavation

The underground attenuation tank will be excavated and spoil removed from site. There is no rock present on site, rock breaking will not be required. Dewatering may be required during the excavation works. Any dewatering required shall be done under licence from DCC.

3.8 Construction Stage

After site clearance and excavation, foundations will be poured and steel building frame erected. Works to the external façade will commence following partial completion of the main structure. Once the building is weathered, the internal fit out and completion works will commence.



The construction of the superstructure will involve complex sequencing of activities and various construction methodologies. The construction methodology and programme for construction activities will be by the contractor once appointed. The following outlines the general construction sequence for the superstructure:

Building Structure: • Construction of the foundation including piling • Construction of rising elements to ground floor and construction of ground floor slab • Erection of steel columns, beams and floor slabs up to roof level Cladding: • Commencement of cladding works from ground floor when the structure is sufficiently advanced. Temporary openings in the façade left for ease of transport of construction material. • Installation of cladding two or three levels behind the structure Mechanical & Electrical fit-out: • First fix will commence immediately after the installation of the façade at each floor. • Followed by second fix and commissioning

Fit-out: • First fix stud to commence immediately after cladding is installed and floor is weather tight • Installation and connection of services • Completion of finishes Commissioning: • The final commissioning period will commence during fit-out. The above is an indicative construction sequence. The final sequence will be dictated by the Contractor who will also issue a detailed construction programme prior to commencement of works.

3.9 Erection and operation of cranes

Two tower cranes will be temporarily erected to accommodate the construction works for the distribution of reinforcing steel, concrete formwork elements, steel structure, decking and lifting of general building materials. The Contractor will need to obtain all necessary licences from the Local Authority. A “mast climber” maybe installed at some local areas to facilitate particular façade features.



4.0 Hours of Operation Construction operations on site will generally be between the hours of 7am and 6pm, Monday to Friday, and 8am to 2pm on Saturdays, subject to planning authority limitations. However, it may be necessary for some construction operations to be undertaken outside these times, for example: concrete pouring and fit-out works, etc. Four steel columns at the front of the shopping centre will be erected at night and will be agreed in advance with the Local Authority. Sundays and Public Holidays - No activity on site. Deliveries of materials to site will generally be between the hours of 7am and 6pm, Monday to Friday, and 8am to 2pm on Saturdays, subject to planning authority limitations and specific Client requirements. There may be occasions where it is necessary to make certain deliveries outside these times, for example, where large loads are limited to road usage outside peak times. The construction shift times will ensure construction traffic will have insignificant impact on the traditional peak periods as it is envisaged most construction workers will be at work at 8 am in the morning and will leave after 6 pm in the evening.

5.0 Environmental

5.1 Noise Control The Main Contractor will obtain the necessary construction noise limits from Dublin City Council and from Contract documentation. The noise from works operations will be minimised. The noise will comply with BS 5228-1: 2009 Code of practice for Noise Vibration Control on Construction and Open Sites: Noise; BS 5228-2: 2009 Code of Practice for Noise and Vibration control on Construction and Open Sites: Vibration; Environmental Protection Agency Act 1992 Sections 106-108, Dublin City Council specific requirements and Safety, Health and Welfare at Work (Control of Noise at Work) Regulations 2006 SI 371 (2006). These measures are employed to ensure compliance will include: • Noise monitoring stations, which will be monitored daily, will be located on site and at recommended locations in the vicinity of the site to record background and construction noise activity. • The best means practical will be used to minimize the noise produced by all on site operations. • Proper maintenance of all operating plant to ensure noise emission compliance. • All operating plant will be selected on the basis of incorporating noise reducing systems, and at a minimum be fitted with effective exhaust silencers. • Compressors will be fitted with acoustically lined covers, which will remain closed while the machines are in operation.



• Plant such as pumps and generators which are required to work outside of normal working hours will be enclosed with acoustic enclosures. • There will be strict adherence to the site working hours stipulated in the Planning Conditions.

5.2 Vibrations The works will be carried out in such a way that the effect of vibration on the adjoining properties and roads is minimised and does not cause any damage. Vibration limits will be defined in the Contract documents or as set out in TII Specification Allowable Vibration Limits during Construction Phase (TII 2004). A vibration monitoring system is to be put in place prior to any works taking place. This system is to raise an alarm if an agreed limit is exceeded, at which time the working methods are to be adjusted so as to reduce the vibration generated.

5.3 Surface Water Runoff – Construction Stage

De-watering operations and surface run-off discharge from the proposed development during construction will be controlled and monitored. The contractor will apply appropriate measures in relation to storage of fuels and other materials and general maintenance of the site. Refuelling of construction vehicles, the addition of hydraulic oil and lubricants to vehicles and the storage of hazardous construction materials should take place in designated areas and where necessary a bunded area. Pollution control kits will also be maintained on site by the contractor.

6. Air Quality & Dust Monitoring

Dust prevention measures shall be included for control of any site airborne particulate pollution. The Contractor shall monitor dust levels in the vicinity of the site using a Bergerhoff gauge instrument or in accordance with DCC Planning conditions. Records shall be kept of such monitoring for review by the Planning Authority. The minimum criteria to be maintained shall be the limit for Environmental Protection Agency (EPA) specification for licensed facilities in Ireland, which is 350mg/m2/day. The Contractor shall continuously monitor dust over the variation of weather and material disposal to ensure the limits are not breached throughout the project.



7.0 Traffic Management

7.1 Site Access The shopping centre and adjoining buildings within the site are currently accessed from: • Connaught Street on the Northern Boundary • Phibsborough Road on the Eastern Boundary • North Circular Road on the Southern Boundary For the duration of construction, the access to the site for construction traffic will be by turning left from Phibsborough Road on the Eastern Boundary of the Site. Exiting Traffic will only be permitted to turn left onto North Circular Road. The temporary parking of delivery vehicles will not be permitted on the internal road network leading to the construction entrance.

7.2 Construction Traffic Routing Construction traffic will be restricted to the primary routes in the vicinity of the site. The heavy good vehicles (HGVs) routes to and from the site will depend on the location from where concrete will be sourced and the end destination for surplus excavation materials not reused on site. The locations of concrete batching plants and suitable waste recovery/waste disposal facilities have yet to be determined and will be identified when the contractor is appointed and when more detailed information on the materials to be handled is available. The HGV routes from the construction site will be agreed with Dublin City Council and Traffic Department before commencement of works on the site. The Contractor will submit a Construction Traffic Management plan to the Local Authority for approval. Haulage vehicle movements should be fully coordinated to comply with the requirements of the Layout and requirements herein.

• At no time should construction associated vehicles be stopped or parked along the routes

• Haulage vehicles should not travel in convoys of greater than two vehicles at any time

• Haulage vehicles should be spaced by a minimum of 250m at all times • Strictly at no time should haulage vehicles be parked or stopped at the entrance

to the site • All loading of excess material will occur within the site boundary • All off-loading of deliveries will take place within the site, away from the public

road and will access via the construction site access. The increase in traffic as a result of construction will be minor and can be readily accommodated within the existing road network. However, the flow of construction



traffic will need to be marshalled and regulated to ensure that potential conflicts with vulnerable users are avoided as much as possible.

7.3 Construction Parking Limited parking spaces will be provided on site to cater for staff in initial phase of works.

7.4 Estimation of Vehicle Movement during Construction Approximately 7,540 ton of excavated/ demolished material will be removed off-site for recovery at an authorised facility in accordance with the waste hierarchy and relevant waste legislation. Transportation of the material will be by licenced hauliers over an approximate 1 month. There will be minimal impact on the local road network. During the excavation phase of the construction works, the peak daily HGV traffic will be in the region of 10 to 20 one-way movements and will extend for a period of approximately 1 month. During this phase of the works, it is envisaged that peak HGV traffic would be in the region of 2 to 4 trips during any one hour period. There will be a concentration of truck movements when large concrete pours are scheduled.

7.5 Mitigation Measures

7.5.1 Minimise Construction Vehicle Movements

Construction vehicle movements would be minimised through: • Consolidation of delivery loads to/from the site and managing large deliveries on

site to occur outside of peak periods. • Use of precast/prefabricated materials where possible • Adequate storage space on site will be provided • A strategy will be developed to minimise construction material quantities as

much as possible • Construction staff vehicle movements would also be minimised by offering

Travel to Work Scheme benefits to encourage car sharing. 7.5.2 Construction Phase - Mobility Management Measures

The contractor will be required as part of the contract to introduce a mobility management plan for its workforce to encourage access to the site by means other than by private car. The following section identifies some of the measures the contractor will provide as part of the Mobility Management Plan for the Construction Phase. The Mobility Management Plan will form part of the Construction Management Plan and will be agreed with Dublin City Council prior to works beginning on site.



Walking The contractor will ensure construction staff has ease of access to the site. Cycling Cycle parking spaces will be provided on the site for construction staff. In addition, lockers will be provided to allow cyclists store their cycling clothes. Car Sharing Car sharing among the construction staff should be encouraged, especially from areas where construction staff may be clustered. The contractor will aim to organise shifts in accordance to staff origins, hence enabling higher levels of car sharing. Such a measure offers a significant opportunity to reduce the proportion of construction staff driving to -site and which will minimise the potential traffic impact on the road network surrounding the site. Public Transport The Contractor will issue an information leaflet to all staff as part of their induction on site, highlighting the location of the various public transport services in the vicinity of the construction site. Management of the Mobility Management Plan To oversee and implement the Mobility Management Plan for the construction works, the following mechanisms will be put in place: • The appointment of a Mobility Manager to implement the Plan • The establishment of a group (which includes the Main Contractor) to oversee the

ongoing implementation of the Plan.

7.6 Project Specific Traffic Management Plan

A detailed project specific traffic management plan will be developed by the Contractor and agreed with DCC and An Garda Síochána prior to works commencing on site. This plan will be updated as required throughout the project. Issues addressed in the Traffic Management Plan will include: • Public safety • Construction traffic routes • Deliveries’ schedule • Special deliveries (wide and long loads) • Traffic flows • Signage and lighting • Road opening requirements • Road closures • Lighting



8.0 Road Maintenance and Reinstatement Works 8.1 Litter and Mud on Public Roads

The following measures will be taken to ensure that the site and surroundings are kept clean and tidy:

• A regular program of site tidying will be established to ensure a safe and orderly site. • Scaffolding will have debris netting attached to prevent materials and equipment being

scattered by the wind. • Food waste will be strictly controlled on all parts of the site. • Mud spillages on roads and footpaths outside the site will be cleaned regularly and will

not be allowed to accumulate. • Wheelwash facilities will be provided for vehicles exiting the site. • In the event of any fugitive solid waste escaping the site, it will be collected

immediately and removed to storage on site, and subsequently disposed-of in the normal manner.

8.2 Reinstatement of Roadway Lining and Signing

On completion of the project, street lining and signing will be assessed with respect to the quality of existing signage and road markings. Damaged signage and road markings will be reinstated.

9.0 Construction and Demolition Waste Management Plan

The Construction and Demolition Waste Management Plan is described in Appendix B. In accordance with the C&D Waste Management Plan a Waste Audit will confirm the amount, nature and composition of the excavated material and its final destination. A Project C&D Waste Management Plan with these details can be submitted and agreed with the Planning Authority prior to commencement of development.



APPENDIX A

SITE PLAN AND CONSTRUCTION TRAFFIC



Photograph 4 - Site Layout Showing Traffic Flow

SITE ACCOMODATION

CONSTRUCTION TRAFFIC ROUTE ENTRANCE/ EXIT GATES SITE BOUNDARY LINE ACCESS TO BE MAINTAINED

STAFF ENTRANCE GATE

SITE ENTRANCE

SITE EXIT



APPENDIX B

C&D WASTE MANAGEMENT PLAN

This document has been prepared in accordance with ‘Best Practice Guidelines on the Preparation of Waste Management Plans for Construction and Demolition Projects’ –published by the DoEHLG, July 2006 and also Dublin City Council Waste Management Guidelines.

SITE ENTRANCE

DALYMOUNT PARK

SITE EXIT



Content:

1. Description of Project………………………………………………………………………………… 18

2. Proposals for Minimisation, Reuse and Recycling of C&D Waste………………… 18

3. Demolition Procedures……………………………………………………………………………….. 19

4. Assignment of Responsibilities……………………………………………………………………. 20

5. Training…………………………………………………………………………………………………….... 20

6. Waste Auditing………………………………………………………………………………………….... 20



1. Description of Project Permitted development as proposed to be altered, referred to as ‘the project’. The Project consists of a mixed use development on a brownfield site. The project is situated at Phibsborough Shopping Centre in Dublin 7, in the administrative area of Dublin City Council. The site of the works is located in Phibsborough and access will be via Phibsborough Road. The work will generally consist of construction of 2 No. linked shared accommodation blocks. In the course of the Project, it is estimated that the following quantities of C&D Wastes/material surpluses will arise:

C&D Waste Material Quantity (tonnes) Made ground and clay 7,500 tonnes Masonry Concrete 10 Wood NA Hazardous Materials (identified to date)

tbc

Other Waste Materials - TOTAL Arisings Approx. 7,510 tonnes

Table SF1: Estimated C&D Waste Arisings on Site

2. Proposals for Minimisation, Reuse and Recycling of C&D Waste

C&D Waste will arise on the Project mainly from excavation of made ground/silt. The contractor shall ensure that materials are ordered so that the quantity delivered, the timing of the delivery and the storage is not conducive to the creation of unnecessary waste. Excavated made ground/soil will be carefully stored in segregated piles on the site and subsequent removed from site for direct beneficial use elsewhere. Concrete waste will be crushed and if adequate, will be re-used on site for the new construction process. Packaging will be source segregated for recycling. Hazardous wastes will be identified if present, removed and kept separate from other C&D Waste materials in order to avoid further contamination. Other C&D Waste materials will be collected in receptacles with mixed C&D Waste materials, for subsequent separation and disposal at a remote facility.



It is proposed that the following quantities, corresponding to all C&D Waste arising from the project, will be used within the works:

C&D Waste Type Clay and Stones (t)

Concrete (t) Masonry (t) Totals

Proposed Use - 10 Crushed concrete

for piling mat

- 10

Table SF2: Proposals for Beneficial Use/Management of C&D Materials Surpluses/Deficits and Waste Arising on and off the Project It is anticipated that waste materials will have to be moved off site. It is the intention to engage specialist waste service Contractors, who will possess the requisite authorisations, for the collection and movement of waste off-site, and to bring the material to a facility which currently holds a Waste Permit. Accordingly, it will be necessary to arrange the following waste authorisations specifically for the Project:

Authorisation Type Specific Need for Project (Yes/No?) Waste Licence - Waste Permit - Waste Collection Permit Yes Trans frontier Shipment Notification - Movement of Hazardous Waste Form

Yes, if present

Table SF3: Specific Waste Authorisations Necessary for the Scheme

3. Demolition Procedures

The demolition works shall be undertaken in a manner in which to maximise the potential for recycling, including source segregation where appropriate. Activities shall be carried out in the following sequence:

Demolition Activity Sequence General Description Disconnection of Services/Vermin Control Shutoff of E.S.B., Gas etc. Inventory of Hazardous Wastes e.g. Asbestos etc. Removal of Abandoned Furniture/Equipment e.g. Furniture/White Goods Removal of Asbestos/Hazardous Materials e.g. Application of H & S Procedures Removal of Fixtures e.g. Fitted Presses etc. Removal of Timber e.g. Removal of Floors, Trusses, Rafters Demolition of Structure Shell Manual or Mechanical Demolition. Source Segregation of Material Fractions Separation into Designated Material Fractions Transport of Material from Site to Treatment Facilities

e.g. C/D Waste Recycling Facility

Transport of Material from Site to Controlled Disposal Sites

e.g. Inertised Hazardous Landfill Site

Site Preparation/Restoration e.g. Hardstanding, Landscaping



4. Assignment of Responsibilities A Site Manager shall be designated as the C&D Waste Manager and have overall responsibility for the implementation of the Project Waste Management Plan. The C&D Waste Manager will be assigned the authority to instruct all site personnel to comply with the specific provisions of the Plan. At the operational level, a Site Engineer from the main contractor and Foreman from each sub-contractor on the site shall be assigned the direct responsibility to ensure that the discrete operations stated in the Waste Management Plan are performed on an on-going basis. 5. Training Copies of the Waste Management Plan will be made available to all relevant personnel on site. All site personnel and sub-contractors will be instructed about the objectives of the Waste Management Plan and informed of the responsibilities which fall upon them as a consequence of its provisions. Where source segregation, selective demolition and material reuse techniques apply, each member of staff will be given instructions on how to comply with the Waste Management Plan. Posters will be designed to reinforce the key messages within the Waste Management Plan and will be displayed prominently for the benefit of site staff. 6. Waste Auditing The C&D Waste Manager shall arrange for full details of all arisings, movements and treatment of construction and demolition waste discards to be recorded during the construction stage of the Project. Each consignment of C & D Waste taken from the site will be subject to documentation, which will conform with Table SF4 and ensure full traceability of the material to its final destination.

Detail Particulars Name of Project of Origin Phibsborough Shopping Centre New

Development Material being Transported e.g. soil, demolition concrete etc. Quantity of Material e.g. ?? tonnes Date of Material Movement e.g. 20.06.2021 Name of Carrier e.g. Authorised Carriers Ltd. Destination of Material e.g. ABC Residential Development Proposed Use e.g. Use as a subbase to footpath

Table SF4: Details to be Included within Transportation Dockets

Details of the inputs of materials to the Construction site and the outputs of wastage arising from the Project will be investigated and recorded in a Waste Audit, which will identify the amount, nature and composition of the waste generated on the site. The Waste Audit will examine the manner in which the waste is produced and will provide a commentary highlighting how management policies and practices may inherently contribute to the production of construction and demolition waste. The measured waste quantities will be used to quantify the costs of management and disposal in a Waste Audit Report, which will also record lessons learned from these experiences which can be applied to future projects. The total cost of C&D Waste management will be measured and will take account of the purchase cost of materials (including imported soil), handling costs, storage costs, transportation costs, revenue from sales, disposal costs etc.



Costs will be calculated for the management of a range of C&D waste materials, using the format shown in Table SF5 below:

Material Estimated Quantities &Cost (tonnes & Euro)

Soil Quantity of Waste Soil (tonnes) Purchase Cost i.e. Import Cost (€) Material Handling Costs (€) Material Storage Costs (€) Material Transportation Costs (€) Revenue from Material Sales (€) Material Disposal Cost (€) Material Treatment Cost (€) Total Waste Soil Management Cost (€) Unit Waste Soil Management Costs (€)

Table SF5: Standard Record Form for Costs of C&D Waste Management (Sample relates to Soil – separate record form should be compiled in respect of each waste material) Final details of quantities and types of C&D Waste arising from the Project will be forwarded to local authority.

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