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TABLE OF CONTENTS 9 PROPOSED INVESTMENT PROJECT ...... 1 9.1 GENERAL DESCRIPTION OF THE SELECTED WASTE MANAGEMENT SYSTEM (WMS)...... 1 9.2 FUTURE WASTE FLOWS FORECAST ...... 4 9.2.1 Forecast of MSW production ...... 4 9.2.2 Forecast of municipal solid waste that will be delivered to WMC at Lucino Razdolje ...... 6 9.3 THE WMC AND TS SITES AND THEIR CHARACTERISTICS ...... 7 9.3.1 The WMC site and its characteristics ...... 7 9.3.2 The TS sites and their characteristics ...... 11 9.4 existing INFRASTRACTURE CONDITIONS AND REQUIREMENTS ...... 17 9.4.1 WMC infrastructure conditions and requirements ...... 17 9.4.2 TS infrastructure conditions and requirements ...... 18 9.5 conceptual solution of project ...... 20 9.5.1 Mechanical treatment ...... 23 9.5.1.1 Reception area ...... 26 9.5.1.2 Mechanical sorting...... 27 9.5.1.3 Storage for Recyclable Materials ...... 27 9.5.1.4 Characteristics and classification of produced RDF ...... 28 9.5.2 Biological treatment ...... 29 9.5.3 Landfill for residues ...... 32 9.5.3.1 Landfill capacity ...... 32 9.5.3.2 Landfill lining ...... 33 9.5.3.3 Leachate collection system ...... 34 9.5.3.4 Waste water treatment plant ...... 34 9.5.3.5 Rain water protection works ...... 34 9.5.3.6 Landfill gas collection and treatment ...... 34 9.5.3.7 Landfill closure-top cover system ...... 35 9.5.4 Landfill for inerts ...... 35 9.5.4.1 Landfill capacity ...... 35 9.5.4.2 Landfill lining ...... 36 9.5.4.3 Landfill closure-top cover system ...... 37 9.5.5 Infrastructure works ...... 37 9.5.6 Transfer Stations ...... 38 9.5.6.1 Proposed option for TS ...... 38 9.5.6.2 Waste Transfer Procedure ...... 38 9.5.6.3 Transfer station parts ...... 40 9.5.6.4 Transfered waste amounts through TS...... 41 9.5.7 Collection system-Home composting ...... 41 9.6 HUMAN RESOURCES AND PROMOTER ORGANIZATION ...... 43 9.6.1 Organizational diagram ...... 43 9.6.2 Personnel requirements ...... 43 9.6.3 Hiring procedures ...... 45 9.6.4 Annual costs...... 45 9.6.5 Training procedures ...... 45 9.6.6 Competence of the promoter – General competence – Project implementation competences46 9.7 FINANCIAL DATA: CAPEX, OPEX AND reinvestment costS ...... 49 9.7.1 Waste Management Center (WMC) ...... 49 9.7.1.1 Investment Cost ...... 49 9.7.1.2 Operating Cost ...... 56 9.7.1.3 Revenues ...... 59 9.7.2 Transfer Stations ...... 62

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9.7.2.1 Investment Cost of Transfer Stations ...... 62 9.7.2.2 Operating Cost of Transfer Stations ...... 66 9.7.3 Collection equipment ...... 66 9.7.3.1 Investment Cost of Collection equipment ...... 66 9.7.3.2 Operating Cost of collection ...... 67 9.7.3.3 Operating Cost of direct transportation to WMC ...... 68 9.7.3.4 Operating cost of sorting plants ...... 68 9.7.3.5 Operating cost of Composting plants ...... 69 9.7.4 Other Investment cost ...... 66

LIST OF TABLES

Table 9-1: Quantification of legislative targets for proposed Waste Management System ...... 4 Table 9-2: Waste production rate (year 2016) ...... 4 Table 9-3: Forecast of municipal waste production (Low case Scenario, regarding the waste production rate) ...... 5 Table 9-4: Municipal Solid Waste that will be delivered in Lucino Razdolje WMC for further treatment (t) .... 6 Table 9-5: Capacities of all potential TS ...... 12 Table 9-6: Area allocated for the WMC facilities ...... 22 Table 9-7: Mass Balance of MBT Plant ...... 22 Table 9-8: Energy Balance ...... 23 Table 9-9: Expected quantities and recovery rates in Mechanical Treatment ...... 23 Table 9-10: Total quantities that will be landfilled ...... 23 Table 9-11: Dimensioning of Mechanical Sorting Unit ...... 27 Table 9-12: Mechanical Sorting working hours (seasonal fluctuations) ...... 27 Table 9-13: Storage Area for Recyclables Products ...... 28 Table 9-14: Storage Area for Glass ...... 28 Table 9-15: RDF characteristics ...... 29 Table 9-16: Proposed RDF minimum requirements ...... 29 Table 9-17: Input design parameters ...... 30 Table 9-18: Dimensioning of Reception Area ...... 31 Table 9-19 Dimensioning of the number of Anaerobic Digesters ...... 31 Table 9-20: Dimensioning of the number of aerated boxes for biostabilisation ...... 32 Table 9-21: Residual landfill capacity ...... 32 Table 9-22: Capacity of landfill cells ...... 33 Table 9-23: Landfill for Inerts ...... 36 Table 9-24: Capacity of inert landfill ...... 36 Table 9-25: Technical characteristics of standard transport equipment / Technical characteristics of proposed type / technology of TS ...... 39 Table 9-26: TS waste amounts transferred ...... 41 Table 9-27: Needs of collection equipment for project area ...... 42 Table 9-28: Personnel requirements ...... 44 Table 9-29: Staff Training ...... 45 Table 9-30: Investment Cost of WMC ...... 49 Table 9-31: Assumption for labour cost ...... 57 Table 9-32: Assumption for Fuel & Energy consumptions ...... 57 Table 9-33: Monitoring Cost ...... 58 Table 9-34: Average Annual Operating Cost for period 2023-2047 ...... 58 Table 9-35: Market prices of recyclables for the year 2014 ...... 59 Table 9-36: Market value of recyclables and energy ...... 60 Table 9-37: Energy Balance ...... 60 Table 9-38: Annual Revenues for the period 2023-2047...... 60 Table 9-39: Revenues from collection companies, year 2013 ...... 62

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Table 9-40: CAPEX per TS (€) ...... 62 Table 9-41: OPEX per TS (€/t), (t/a, average 2023-2047) ...... 66 Table 9-42: Investment Cost for collection equipment ...... 66 Table 9-43: Collection companies that completed questionnaires for DNC ...... 67 Table 9-44: Operational cost, Cistoca d.o.o. Dubrovnik ...... 68 Table 9-45: Sorting of Recyclables - Operating cost basic assumptions ...... 69 Table 9-46: Biological Treatment of presorted biowaste in LSGU (4 composting units)-Operating cot basic assumptions ...... 70 Table 9-47: Investment Cost for Access Roads ...... 71 Table 9-48: Investment Cost for Public Utilities ...... 71 Table 9-49: Investment Cost for Intangible components ...... 72

List of figures

Figure 9-1: The Elements of Integrated Solid Waste Management ...... 1 Figure 9-2: Overview of waste management system in Dubrovnik - Neretva County ...... 3 Figure 9-3: Satellite image of WMC Site Lučino razdolje surrounding area ...... 8 Figure 9-4: Map of the future location of WMC in Lučino razdolje, Dubrovnik-Neretva County, Scale: 1:100000 ...... 9 Figure 9-5:Geographical position of future WMC in Lučino razdolje, Scale: 1:25000 ...... 10 Figure 9-6: Satellite image of TS Sites in Dubrovnik-Neretva County...... 11 Figure 9-7: Transfer stations and respective serviced towns / municipalities ...... 13 Figure 9-8: Satellite images of Metkovic TS ...... 14 Figure 9-9: Satellite images of Dubrovnik TS ...... 15 Figure 9-10: Satellite images of Janjina TS surrounding area ...... 15 Figure 9-11: Satellite images of Vela Luka TS ...... 16 Figure 9-12: Satellite images of Lastovo TS ...... 16 Figure 9-13: Satellite images of Mljet TS ...... 17 Figure 9-14: General Layout of WMC ...... 21 Figure 9-15: Flow-Diagram of mechanical treatment plant ...... 24 Figure 9-16: Organic pile storage ...... 31 Figure 9-17: Landfill gas generated/recovered (m3/h) ...... 35 Figure 9-18: Typical view and cross section of belt conveyor and waste compacting containers ...... 41 Figure 9-19: Organizational scheme for project preparation ...... 46 Figure 9-20: Organizational scheme for project implementation ...... 47 Figure 9-21: Organizational scheme for project operation ...... 48 Figure 9-22: Average Operating Cost of each treatment unit ...... 59 Figure 9-23: Average Revenues ...... 61

Annexes of Chapter 9:

Annex 9.1: Technical description of MBT facilities and landfill sites Annex 9.2: General Requirements and Specifications for Waste Derivate Fuel Annex 9.3: Personnel requirements Annex 9.4: List of drawings

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9 PROPOSED INVESTMENT PROJECT 9.1 GENERAL DESCRIPTION OF THE SELECTED WASTE MANAGEMENT SYSTEM (WMS) An integrated solid waste management system needs to be a sustainable system which is economically affordable, socially acceptable and environmentally effective. ✓ Economic affordability requires that the costs of waste management systems are acceptable to all sectors of the community served, including householders, commerce, industry, institutions, and government. ✓ Social acceptability requires that the waste management system meets the needs of the local community, and reflects the values and priorities of that society. ✓ Environmental effectiveness requires that the overall environmental burdens of managing waste are reduced, both in terms of consumption of resources (including energy) and the production of emissions to air, water and land.

Integrated Solid Waste Management (ISWM) takes an overall approach to this, involves the use of a range of different treatment options, and deals with the entire solid waste stream.

The following figure represents the concept of Integrated Solid Waste Management (ISWM). The ISWM “doughnut” demonstrates that collection and sorting are at the centre of any successful waste management system. The four main waste management technologies surrounding the collection and sorting system are shown as equal sized quadrants to illustrate that they must be considered equally when developing a waste management strategy for any location. Flexibility in technology application for a specific location is also an essential component of the IWM concept. Data based decision support using Life Cycle Assessment tools facilitates the selection of the most appropriate waste management technologies (not necessarily all four) needed to deliver an environmentally optimized IWM system for a specific location. In combination with economic and social considerations, this approach helps for the design of a more sustainable solid waste management system.

Figure 9-1: The Elements of Integrated Solid Waste Management

Along with the overall need for sustainable waste management, it is clear that no one single treatment method can manage all materials in Municipal Solid Waste (MSW) in an environmentally and financial effective way. Following a suitable collection system, a range of treatment options will be required. These include materials recovery, biological treatment (composting/biogasification), thermal treatment (mass-burn incineration with energy recovery and/or burning of Refuse Derived Fuel - RDF) and land filling. Together these form an Integrated Waste Management (WMS) system.

Effective management schemes need the flexibility to design, adapt, and operate systems in ways which best meet current social, economic, and environmental conditions. These are likely to

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change over time and vary by location. The need for consistency in quality and quantity of recycled materials, compost or energy, the need to support a range of disposal options, and the benefit of economies of scale, all suggest that ISWM systems should be organized on a large-scale, regional basis. Any scheme incorporating recycling, composting or energy from waste technologies must be market-orientated.

Whilst it uses a combination of options, the defining feature of an IWMS system is that it takes an overall approach to manage all materials in the waste stream in an environmentally effective, economically affordable, and socially acceptable way. An integrated solid waste management system consists of the following stages, which are deeper analyzed in the following chapters: ✓ Waste collection (two / three way streams) ✓ Waste transportation and transfer (to transfer station, recovery and recycling facility, treatment plant or landfill) ✓ Locations of waste management facilities i.e. transfer stations and integrated waste management centre ✓ Waste treatment (thermal, physical, chemical or biological treatment) ✓ Waste disposal to landfill

The selected waste management system for Dubrovnik-Neretva County includes the following: ✓ Waste collection: Waste collection system includes 3 waste streams collection: recyclable waste, residual waste and bio-waste. ✓ Waste transportation: Taking into consideration the results of the option analysis that was presented in chapter 8 regarding the TS, the collection of waste through TS results to advantages and benefits to the stakeholders of the project. The proposed Transfer Stations that will be serve Dubrovnik-Neretva County are: ❖ Metkovic TS ❖ Dubrovnik TS ❖ Janjina TS ❖ Sitnica TS ❖ Lastovo TS ❖ Mljet TS ✓ Waste treatment and disposal: Considering all the elements which have been presented in various chapters of this study, the recommended Waste Treatment and Disposal System is Scenario Sc.4 which is including: ❖ Mechanical treatment with recovery of Recyclables and RDF ❖ Anaerobic Digestion for biogas recovery and CHP ❖ Biostabilization of digestate and mechanical treatment residues for CLO production ❖ Drying of RDF ❖ Landfill for the final disposal of residues and CLO. Landfill will be implemented in line with the requirements of Directive 99/31/EC.

The next figure illustrates an overview of the total waste management system (collection, treatment and disposal) that will be applied in Dubrovnik-Neretva County.

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Figure 9-2: Overview of waste management system in Dubrovnik - Neretva County

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Regarding the fulfillment of legislation targets, the following table presents the quantification of dir. 2008/98/EC as amended by Directive 2018/851 and 1999/31/EC.

Table 9-1: Quantification of legislative targets for proposed Waste Management System (year 2023) European Directive 2008/98/EC European Directive 1999/31/EC Article 55 of Act on Sustainable Waste Article 24 of Act on Sustainable Waste Management (OG No 94/13, 73/17, 14/19) Management (OG No 94/13, 73/17, 14/19) Percentage Quantity Achievement of Percentage Quantity Achievement (%) (t) target (%) (t) of target Targets ≥50% ≥17,575* <35% <7,569** Selected 64,5% 22,688 Yes 11,2% 2,427 Yes Scenario 4 Note: *The total produced recyclable waste (household and commercial) has been calculated to 35,151 t for the year 2023 (50%*35,151 = 17,575 t) **According Act on Sustainable Waste Management, OG No 94/13, article 55, paragraph 1, the total produced biodegradable waste in the Republic of Croatia in year 1997 was 756,174 t. The total population of the Republic of Croatia in 2011 was 4,284,889 citizens, the total population of Dubrovnik-Neretva County in 2011 was 122,783 citizens. 122,783/4,284,889=2.86% According to this percentage the generated biodegradable municipal waste that was produced in Dubrovnik-Neretva County in 1997 was 2.86%*756,174 t=21,627 t. By the year 2023 the maximum allowable mass of biodegradable municipal waste which may be deposited annually in landfill, in Dubrovnik-Neretva Couny, in relation to the mass of biodegradable municipal waste generated in 1997 in this counties shall be <35% (<35%*21,627 t=7,569 t)

9.2 FUTURE WASTE FLOWS FORECAST 9.2.1 Forecast of MSW production As analyzed in Chapter 4 the total produced municipal solid waste at Dubrovnik - Neretva County for 2016 was 145,627 t.

Table 9-2: Waste production rate (year 2016) Dubrovnik-Neretva County 145,627 citizens Total Population 500 kg/capita/year or (permanent+seasonal) 1.37 kg/capita/day

The following table illustrates the Forecast of municipal waste production (using low case scenario regarding the waste production rate) and provides the following info: the average municipal waste production between years 2023-2047 is 72,182 t (Forecast of municipal waste production using low scenario case regarding the waste production rate) and ranges between 69,409 t in 2023 and 74,581 t in 2047.

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Table 9-3: Forecast of municipal waste production (Low case Scenario, regarding the waste production rate)

2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 Average 2023-2047

Permanent population 122.257 121.671 121.652 121.632 121.613 121.593 121.574 121.346 121.119 120.893 120.667 120.441 120.216 119.991 119.767 119.543 119.319 119.009 118.700 118.391 118.083 117.776 117.470 117.165 116.860 116.556 116.253 115.852 115.453 115.055 114.658 114.263 113.869 117.895 Tourist nights 6.752.480 8.199.557 9.163.999 8.015.064 8.293.512 8.571.960 8.850.408 9.128.856 9.407.304 9.685.752 9.964.200 10.242.648 10.521.096 10.799.544 11.077.992 11.356.440 11.634.888 11.913.336 12.191.784 12.470.232 12.748.680 13.027.128 13.305.576 13.584.024 13.862.472 14.140.920 14.419.368 14.697.816 14.976.264 15.254.712 15.533.160 15.811.608 16.090.056 12.748.680 Seasonal population 19.992 23.956 26.599 23.451 24.214 24.977 25.739 26.502 27.265 28.028 28.791 29.554 30.317 31.080 31.842 32.605 33.368 34.131 34.894 35.657 36.420 37.183 37.945 38.708 39.471 40.234 40.997 41.760 42.523 43.286 44.048 44.811 45.574 36.420 Total population 142.249 145.627 148.250 145.083 145.826 146.570 147.313 147.849 148.385 148.921 149.458 149.995 150.533 151.071 151.609 152.148 152.687 153.140 153.594 154.048 154.503 154.959 155.415 155.873 156.331 156.790 157.250 157.612 157.975 158.340 158.706 159.074 159.443 154.314 Waste production t 71.900 72.793 73.289 70.934 70.513 70.093 69.674 69.158 69.409 69.660 69.911 70.162 70.413 70.665 70.917 71.169 71.421 71.633 71.845 72.058 72.271 72.484 72.697 72.911 73.126 73.340 73.555 73.725 73.895 74.065 74.237 74.409 74.581 72.182 Waste Production Rate (kg/ca/year) 505 500 494 489 484 478 473 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468 468

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9.2.2 Forecast of municipal solid waste that will be delivered to WMC at Lucino Razdolje As analyzed in chapter 4 and shown at the following table the average municipal solid waste that will be delivered in Lucino-Razdolje WMC between years 2023-2047 is 38,595 t and range between 37,112 t in 2023 and 39,878 t in 2047.

Table 9-4: Municipal Solid Waste that will be delivered in Lucino Razdolje WMC for further treatment (t) 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047

Quantity of MW to be delivered to Lucino Razdolje 37.112 37.246 37.380 37.515 37.649 37.784 37.918 38.053 38.188 38.301 38.415 38.528 38.642 38.756 38.870 38.985 39.099 39.214 39.329 39.420 39.511 39.602 39.693 39.785 39.878 WMC (t) Quantity of MW to be delivered to Lucino Razdolje WMC separated according qualitative composition Kitchen and 17.127 17.189 17.251 17.313 17.375 17.437 17.500 17.562 17.624 17.676 17.729 17.781 17.834 17.886 17.939 17.992 18.045 18.098 18.151 18.192 18.234 18.276 18.319 18.361 18.404 biowaste 4.331 4.347 4.362 4.378 4.394 4.410 4.425 4.441 4.457 4.470 4.483 4.496 4.510 4.523 4.536 4.550 4.563 4.576 4.590 4.600 4.611 4.622 4.632 4.643 4.654 Paper/Cardboard 66 66 67 67 67 67 68 68 68 68 68 69 69 69 69 69 70 70 70 70 70 71 71 71 71 Skin and bones 1.419 1.424 1.429 1.434 1.439 1.445 1.450 1.455 1.460 1.464 1.469 1.473 1.477 1.482 1.486 1.491 1.495 1.499 1.504 1.507 1.511 1.514 1.518 1.521 1.525 Wood 2.148 2.156 2.164 2.172 2.179 2.187 2.195 2.203 2.211 2.217 2.224 2.230 2.237 2.243 2.250 2.257 2.263 2.270 2.277 2.282 2.287 2.292 2.298 2.303 2.308 Textile 1.106 1.110 1.114 1.118 1.122 1.126 1.130 1.134 1.138 1.141 1.145 1.148 1.151 1.155 1.158 1.162 1.165 1.168 1.172 1.175 1.177 1.180 1.183 1.185 1.188 Glass 647 649 652 654 656 659 661 663 666 668 670 672 674 676 678 680 682 684 686 687 689 690 692 694 695 Metals 3.350 3.362 3.374 3.386 3.398 3.410 3.422 3.435 3.447 3.457 3.467 3.477 3.488 3.498 3.508 3.519 3.529 3.539 3.550 3.558 3.566 3.574 3.583 3.591 3.599 Inert 3.838 3.851 3.865 3.879 3.893 3.907 3.921 3.935 3.949 3.961 3.972 3.984 3.996 4.008 4.019 4.031 4.043 4.055 4.067 4.076 4.086 4.095 4.105 4.114 4.124 Plastic 941 944 947 951 954 958 961 965 968 971 974 977 979 982 985 988 991 994 997 999 1.001 1.004 1.006 1.008 1.011 Rubber-Leather 701 704 706 709 711 714 716 719 721 723 726 728 730 732 734 736 739 741 743 745 746 748 750 751 753 Special 1.439 1.444 1.449 1.454 1.459 1.465 1.470 1.475 1.480 1.485 1.489 1.493 1.498 1.502 1.507 1.511 1.516 1.520 1.524 1.528 1.531 1.535 1.539 1.542 1.546 Diapers

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9.3 THE WMC AND TS SITES AND THEIR CHARACTERISTICS 9.3.1 The WMC site and its characteristics The construction of the Waste Management Center in Dubrovnik-Neretva County was proposed to be located at Lučino - razdolje location. The centre will be developed as an integrated waste management facility. The anticipated setout and appearance of the centre will be important to surrounding and neighboring settlements, so it is important to provide good access for vehicles, protective embankments/vegetation and good architecture where buildings and infrastructure are visible.

The site Lučino - razdolje is located in Municipality of Dubrovnik, approximately 1 km from the village of Trnovica in the region of Dubrovnik.

Due to geographic characteristics of Dubronvik-Neretva County, there were no many suitable locations for the positioning of Waste Management Center. Dubrovnik-Neretva County is very narrow County, with many islands, and with karst geological terrain. Also, there are legal limitation for building in the line of 1 km from the coast (Protected Coastal Area). Also, other investigated possible locations had to be rejected due to unsuitable geological and hydrogeological characteristics, while only for Lucino Razdolje the results showed that the location of the project is not situated in the water protection zones (Croatian Waters have issued an opinion allowing the construction of Centre at location Lucino Razdolje).

An Environmental Impact Assessment Study (EIA) for the County Waste Management Centre Lučino - razdolje (2013) by IPZ –Uniprojekt Ltd exists.

The site selection for WMC location in Lučino - razdolje was justified in previous studies. Detailed information on the selection of the location and on the previous studies is presented in Chapter 8. The existing studies/documentation are listed briefly below; • Study on the quantities and types of waste. IPZ Uniprojekt MCF d.o.o. and IPZ Uniprojekt TERRA d.o.o. (2009) • Study on the selection of micro-transfer station sites with the analysis of transport. IPZ Uniprojekt MCF d.o.o. and IPZ Uniprojekt TERRA d.o.o. (December 2009) • Study on geological and hydro-geological exploration works for Lučino - razdolje. Geoeco.ing d.o.o. (2010) • Study selection of the best technology for waste management centre at Lučno Razdolje. IPZ Uniprojekt TERRA d.o.o. (2010) • Conceptual design of waste management center at Lučino - razdolje. IPZ Uniprojekt TERRA d.o.o. (2010) • Request for determining integrated environmental protection requirements for WMC. IPZ Uniprojekt MCF d.o.o. (2010) • The technical and technological solution for the installation of WMC. IPZ Uniprojekt TERRA d.o.o. (2010) • Environmental impact assessment study. IPZ Uniprojekt MCF d.o.o. (2010) • Study of previous EIA for the ecological network for the nature and biological-ecological part of the EIA. IRES – Institut za istraživanja i razvoj održivih eko sustava (2010). • Study on aditional geological and hydogeological exploration works for WMC Lučino Razdolje, GEOAQUA d.o.o. Zagreb, 2013 • Valuation of real estate on the WMC site. Authorized evaluator (2013)

The following acts are also obtained:

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• Confirmation of the Ministry of Culture, Directorate for Nature Protection (Class: 612/07/10- 01/1480; Ur.br: 532- 08-03-01/1-10-2) from 10.09.10 to the effect that the planned project will not have a significant impact on the ecological network and the conservation objectives. During the CWMC is not expected negative impact on the natural values. • The decision on integrated environmental protection (Class: UP/I 351-03/10-02/88; Ur.broj: 517-06-2-2-1-14-19) of 26.02.14 issued by the Ministry of Environment and Nature Protection, which is a procedure to check the fulfillment of integrated environmental protection requirements for new WMC of Dubrovnik-Neretva County at the location Lucino Razdolje. • The decision of the Ministry of enfironment and energy ( Class: UP/I 351-03/17-08/54; Ur.br: 517-06-2-1-2-17-15) of 11 October 2017. - For the intended intervention – Waste management centre in Dubrovnik-Neretva County at the location of “Lučino razdolje” – there is no need to conduct the procedure of the environmental impact assessment provided the application of the environmental protection measures and the programme of monitoring the state of the environment as specified in the Decision on the consolidated conditions of environmental protection (CLASS: UP/I 351-03/10-02/88, REGNO: 517-06-2-2-1-14-9 dated 26 February 2014).

Dubrovnik-Neretva County is the southernmost County in the Republic of Croatia with a total area of 9.272,37 km2, out of which 1.782,49 km2 is land area and 7.489,88 km2 is its maritime part. Dubrovnik- Neretva County makes up 10,32% of the total territory of the Republic of Croatia. Dubrovnik-Neretva County is divided into 22 local government and self-government units, i.e. 5 cities (Dubrovnik, Korčula, Ploče, Metković and Opuzen) and 17 municipalities (Blato, Dubrovačko primorje, Janjina, Konavle, Kula Norinska, Lastovo, Lumbarda, Mljet, Orebić, Pojezerje, Slivno, Smokvica, Ston, Trpanj, Vela Luka, Zažablje and Župa dubrovačka). The administrative centre of the County is located in the City of Dubrovnik as its most developed part. The site of future WMC in Lučino razdolje does not belong in any registered protected areas of natural values and it is not located within the national ecological network. The closest locations of national ecological network are: Mali Ston Bay, 5,5 km away and the small lake at Podimoc village, 5 km away. Therefore, the Waste Management Centre. The nearest settlement to the project site is Trnovica, which is approximetely 1000 meters away.

Figure 9-3: Satellite image of WMC Site Lučino razdolje surrounding area

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WMC “Lučino razdolje”

Figure 9-4: Map of the future location of WMC in Lučino razdolje, Dubrovnik-Neretva County, Scale: 1:100000

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Figure 9-5:Geographical position of future WMC in Lučino razdolje, Scale: 1:25000

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The WMC shall be constructed at the Lucino‐Razdolje site in settlement Trnovica (1 km away) and approximately 2 km away from the border with Bosnia and Herzegovina. The land for WMC covers 34 hectares according to Spatial Plan of 2013 and is privately owned. The area is a relative flat, oval shape and is surrounded by hills making it difficult to be seen from any point in its vicinity, and so the planned WMC will not be visually imposing.In geological composition of the soil, different types of dolomites and limestone are dominant. In tectonic sense, the area of the Project is full of faults and joints. This is the main cause of water permeability of the soil in the area. Lučino razdolje is located in one of the seismically most active areas in Croatia and it falls under the zones with high seismic activity.

More detailed information in combination with the environmental assessment of the location is presented in chapter 10.

9.3.2 The TS sites and their characteristics Taking into consideration the needs of the present project, the travel distances and the waste quantities, it is proposed to establish six (6) TS, as follows: Metkovic TS Dubrovnik TS Janjina TS Sitnica TS Lastovo TS Mljet TS

Figure 9-6: Satellite image of TS Sites in Dubrovnik-Neretva County

An overview of all potential TS locations and their served towns/municipalities is presented in the following table and figure.

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Table 9-5: Capacities of all potential TS Waste quantities that Total distance in Served towns TS must be transferred km (1 way) / municipalities (t/a) Metkovic 47.8 Metkovic, Opuzen, Kula Norinska, Pojezerje, 6,131 Zazablje,Ploce,Slivno Dubrovnik 48.3 Dubrovnik, Konavle, Zupa Dubrovacka 12,975 Janjina 53.6 Janjina, Orebic, Trpanj, Korcula, Smokvica, Lumbarda 4,470 Sitnica 124.7 Blato, Vela Luka 1,709 Lastovo 131.4 Lastovo 141 Mljet 33.0 Mljet 127

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Figure 9-7: Transfer stations and respective serviced towns / municipalities

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1. TS Metkovic is proposed to be located at the landfill ‘Dubravica’. Landfill ‘Dubravica’ is located 3 km southeast from Metkovic and 1 km away from settlement Dubravica. Landfill ‘Dubravica’ is located on a karst terrain, along the County road Metkovic-Mliniste- state border with Bosnia and Herzegovina. The landfill has been rehabilitated and is located next to the paved road. The landfill is fenced and at the entrance of it exists an entrance ramp. Also there is a guardhouse and the location is guarded 24 hours.

Figure 9-8: Satellite images of Metkovic TS

2. TS Dubrovnik is proposed to be located along the road Mokosica-Osojnik close to the settlement Pobrežje (1 km North-East) and 2.6 km NE of Dubrovnik. Construction of the connecting with fast road Metkovic-Dubrovnik is envisaged. Near the site there are local waterworks and electricity.

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Figure 9-9: Satellite images of Dubrovnik TS

3. TS Janjina is proposed to be located next to the abandoned landfill ‘Vardiste’ in the middle of Peljesac peninsula. The site is located along the road Janjina-Sreser and is 200 meters away from the main road Orebic-Ston and 1.2 km North-East of Janjina.

Figure 9-10: Satellite images of Janjina TS surrounding area

4. TS Sitnica. Transfer station will be located west of the settlement Blato and east of Potirna along the road Vela Luka-Blato. It is located 4 km from Blato and Vela Luka, close to the

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touristic area of the ‘Karbuni’ bay. There is existing guardhouse and water tanks. The site is located along the paved road. The site is not connected to electricity or water network.

Figure 9-11: Satellite images of Sitnica TS

5. TS Lastovo is planned in an area which is located approcimately 200 m south of the landfill Sozanj .

Figure 9-12: Satellite images of Lastovo TS

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6. TS Mljet is planned in an area which used as a landfill until 2007. The area is located 3.2 km South-West of Sobra in a commercial zone. The site has electricity and water (water tank of 15 m3) and a concrete base of 2,000 m2.

Figure 9-13: Satellite images of Mljet TS

9.4 EXISTING INFRASTRACTURE CONDITIONS AND REQUIREMENTS 9.4.1 WMC infrastructure conditions and requirements In the area of Lučino – razdolje there are currently no infrastructure works available. More specific, there is no electrical and sewerage network, nor waterand gas supply.

The coastal area of Dubrovnik is supplied with electricity through the substation "Slano" 35 (20) kV through a 10 kV transmission line. This substation is connected to the national power network through 35 (20) kV lines with substations "Ston" 110/35 (20) and "Mokošica" 35/20 kV. The electricity connection of the County with the energy system of the rest of the country is planned to be upgraded to 400 kV network. There are substations1 of 100 / x kV (Blato, Ponikve, Ston, Opuzen and Komolac) and of 220 / 110 kV (Plat and Dubrovnik). Planned WMC will be provided with electricity by building new substation within the WMC.

Large areas of the county are not covered with water supply network In the region of Dubrovnik in the village of Slano is connected to water supply system but only partially. For the villages of Imotica in the west and Trnovice, Čepikuće and Mravince in the east, works only on the main water supply pipeline have been performed. Water supply system "Slano" is suppling ther village Slano with surrounding settlements until Banići. Water supply system "Neum - Dubrovnik coast" is linked to the regional water supply system of the coastal region of Bosnia and Herzegovina (Neum

1 http://www.hops.hr/wps/wcm/connect/fbb3e297-dbfc-437a-bd36- 458e02b9e7e4/Temeljni+podaci+2013.pdf?MOD=AJPERES

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water supply). Currently there is no connection of the planned WMC site to the main water supply network. It is envisaged that on the site will be a well drilled for process water. Potable water will be transported to the site via tankers. If there is no water found in the location, it is necessary to make a connection to the nearest water supply network, and then water can be used as process as well as potable water.

Gas supply network in the municipality of Dubrovnik coast consist of distribution system with regulatory units and transport system with the main gas pipeline. Connection of the planned WMC to the gas network is not planned.

Drainage system and wastewater treatment exists only in the village of Slano. All industrial plants, golf courses and farms require pretreatment of wastewater before it is released into the public drainage system or to a receiver. At the site of planned WMC it is not anticipated connection to the sewerage network.

For making WMC accessible, it is necessary to build an access road and connect it to local road Čepikuće - Trnovica. Access road will be built in length of 670 meters with minimal width of 6 meters and will be equipped with required horizontal and vertical signalization. Connection of the access road with the local road will be design according to Regulations (Offical Gazete, No 119/07). Also, it is necessary to widen part of the local road L-69042 for 3 meters and build a fire path around waste management centre which should be 4-6 meters wide.

More detailed calculations for infrastructure needs, will be provided in the technical design study.

9.4.2 TS infrastructure conditions and requirements Infrastructure condition of the six proposed Transfer Stations are presented below, three of which are located within already existing landfills.

Transfer station Metković Transfer station Metković will be located at the landfill “Dubravica”. The landfill is located 3 km southeast from Metković and 1 km away from settlement Dubravica. Landfill "Dubravica" is located on the karst terrain, along the County road Metković – Mlinište - state border with Bosnia and Herzegovina. The landfill has been rehabilitated and is located next to the paved road and covers an area of 2.5 ha of flat surface. The landfill is fenced and at the entrance of the landfill there is entrance ramp. At the landfill, there is a guardhouse and the location is guarded 24 hours. The location is determined by the Spatial Plan of Dubrovnik - Neretva County and the spatial plan of the City Metkovic as municipal waste landfill.

Transfer station Dubrovnik (Pobrežje) Transfer station is located along the road Mokošica - Osojnik close to the settlement Pobrežje (1 km North-East) and 2.6 km NE of Dubrovnik. Transfer station will be part of TT OSOJNIK (technical technological block Osojnik), where, besides TS Dubrovnik, will be located a sorting unit, compost unit and unit for sludg treatment (investor Dubrovnik city). Location permit for connecting road with road Osojnik-Pobrežje and road through TT Osojnik has been obtained by Dubrovnik city. Untill 06/2019 costruction permit for that road should be finished. Construction of the connecting road with fast road Metković – Dubrovnik is envisaged, but this is not condition for TS construction. Near the site there are local waterworks and electricity.

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Transfer station Janjina Transfer station Janjina will be located next to the abandoned landfill "Vardište" in the middle of Pelješac peninsula. "Vardište" landfill operated from 1985 until 2003 and covers an area of 4000 m2. The site is covered with underbrush and has still scattered bulky waste. It is located along the road Janjina-Sreser and is 200 meters away from the main road Orebić – Ston and 1.2 km North- East of Janjina.

Transfer station Sitnica Transfer station will be located west of the settlement Blato and east of Potirna along the road Vela Luka - Blato. It is located 4 km from Blato and Vela Luka, close to the touristic area of the "Karbuni" bay. The site is located along the paved road. The site is not connected to electricity or water network.

Transfer station Lastovo Transfer station is planned in area which is located approximately 200 m south of the landfill Sozanj .

Transfer station Mljet Transfer station is planned in an area which was used as a landfill until 2007. The area is located 3.2 Km South-West of Sobra in a commercial zone. The site has electricity and water supply (water tank of 15 m3) and a concrete base of 2,000 m2.

More detailed calculations for infrastructure needs will be provided in the technical design study.

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9.5 CONCEPTUAL SOLUTION OF PROJECT For the sound operation of the County Waste Management Centre in Lučino – razdolje, the following main facilities are envisaged: i) Entrance and administrative building, ii) Mechanical and Biological Treatment Plant (MBT) with recyclable storage, structural material storage building and biofilter iii) Landfill iv) Inert Landfill v) Area for the temporary storage of recyclable waste vi) Buildings area (for the personnel, maintenance and other daily activities), vii) Biogas Station viii) Internal roads ix) Waste Water Treatment Plant (WWTP) and x) C&D waste recycling area xi) Utilities (such as wheel washing system, rainwater tanks, fuel tank etc)

The entrance of the Facility is located in the south - west side, where the administration building, are placed. The maintenance and service buildings are situated in the south –east side. In the center of the site the landfill cells will be constructed. Incoming trucks are directed to the MBT reception area whereas residues from the MBT process are transferred to the landfill cells. Access to the other works is facilitated via the internal road, i.e. to landfill, WWTP, C&D waste area.

The general layout of the WMC is presented below.

Analytical description of the MBT facilities and landfill sites is given in Annex 9.4 of Chapter 9.

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Figure 9-14: General Layout of WMC

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The area allocated for the construction of the various parts is as follows: Table 9-6: Area allocated for the WMC facilities WMC FACILITIES AREA (m2) Mechanical Treatment Plant 5,683 Biological Treatment Plant 4,615 Recyclables storage area 1,060 Landfill (A phase) (2D) 24,430 Inert Landfill (2D) 7,843 Administrative building 995 Maintenance building 555 Bulky waste area – Area for temporary storage of recyclable waste 2,070 C&D waste treatment facility 2,000 Waste Water Treatment Plant 1,052 Total area for facilities 50,303 Total plot area 308,500

The following tables present the overall mass balance of the MBT plant and landfill site. Table 9-7: Mass Balance of MBT Plant Total Mass Balance for Scenario 4 Quantities Percentage Input waste to Mechanical Separation 38,595 100.0% Mechacical Separation 38,595 100.0% Recyclables 2,923 7.57% Residues 7,165 18.56% RDF 8,944 23.17% Special Municipal Waste 656 1.70% To Biological Treatment 18,907 48.99% Input waste to Anaerobic Digestion 18,907 Anaerobic Digestion 18,907 Water 3,082 16.3% Total quantity to digester 21,989 Biogas 2,969 13.5% Discharge after digester 19,020 86.5% Input to Biostabilization 8,502 44.7% Quantities that delivered to WWTP 8,978 47.2% Water after decanter 1,541 8.1% Biostabilization 15,667 H2O &CO2 losses 2,037 13.0% CLO 13,630 87.0% Total Residues for landfill 13,630 80 Nm3/t Biogas yield of waste input Total biogas 1,512,560 Nm3/year Energy value 5.5 kWh/Nm3 Electricity production 1.7 MWh/year 0.37 MW Note: The quantities that mentioned in the above table correspond to average quantities for period 2023- 2047

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The produced electricity will cover a part of the operation need of thw WMC (i.e. mechanical separation, biological treatment, landfills, infrastructure works)

The following table presents the energy balance.

Table 9-8: Energy Balance kWh/year Electrical consumption (Average 2023-2047) Mechanical separation 1,157,847.61 Biological treatment 1,180,359.89 Landfill for residues 229,752.60 Landfill for inerts 33,750.00 Insfrastructure works 40,000.00 Total consumption 2,641,710.11 Eel from Anaerobic Digestion 1,663,826

Table 9-9: Expected quantities and recovery rates in Mechanical Treatment Fraction To treatment with Sc1 % Recovery % Final Recovery Paper/Cardboard 11.67% 19.6% 2.29% Plastic 10.34% 32.5% 3.36% Glass 2.98% 20.0% 0.60% Metal 1.74% 75.9% 1.32% Total 26.7% 7.57%

Table 9-10: Total quantities that will be landfilled Percentage in Percentage in total Total quantities that will be landfilled total produced produced Construction (Scenario 4) Quantities (t) MW waste Residues from waste EWC 20 and 15 01 15,137 23.4% Residues from bulky waste 389 0.6% Residues from Mechanical and Biological Treatment of residual waste bin 13,184 20.4% Residues from Mechanical treatment of dry recyclables 1,564 2.4% Total waste that landfilled in a landfill (Scenario 4) 15,137 23.4% Total waste that landfilled in an inert landfill 2,250 30.0% Note: The quantities that mentioned in the above table correspond to average quantities for period 2023- 2047

9.5.1 Mechanical treatment WMC in Lucino-Razdolje is designed to accept an average of 43,721 t/y of mixed municipal waste. The dimensioning of the Mechanical Sorting Unit and the overall balance is based on the quantity of mixed waste, whereas calculations are made for the output of recyclable materials, rejects and biodegradable waste entering the Biological Treatment.

The following diagram presents the stages of mechanical treatment process with quantities in t/y (Average 2020-2044)

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Figure 9-15: Flow-Diagram of mechanical treatment plant

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Waste collection vehicles will enter from the entrance of the WMC and weighed on weighbridge. Weighting will be carried out in both incoming and outcoming vehicles. Acordinig the above flow diagram, the operational system of MBT will be as follows: When the weighting and recording is completed, waste is transferred to the waste reception facility, where it is emptied into the reception bunker that has buffering capacity for three (3) days input waste.

The reception area is equipped with one bridge – crane for the loading of the input waste into the next stage of the treatment process and, also, for the removal of large items. The removal of hazardous/large materials ensures minimum interruptions of the plant operation.

The crane feeds the hopper of the bag opener. The bag opener units is capable of opening and emptying a very high percentage of waste containing plastic bags, and is suited to accept a wide range of materials, e.g. packaging materials, biowaste, residuals etc.

Throughout the whole mechanical separation process, the materials are transported from process to process by the use of conveyor systems.

The removal of unwanted and / or bulky materials not removed by the crane take place within the first ‘hand-picking’ cabin which is located directly after the bag opener. This initial operation is required so as to avoid overcharging the conveyors, the drum etc with these bulky materials which could result in a blockage of the production line and therefore lead to down time. This hand-sort position also provides the opportunity for the reclamation of glass, these materials often being ‘lost’ to landfill further down the separation process due to breakage.

The next stage is magnetic ferrous metal extraction by magnet. This is the first extraction face of the process to extract bigger ferrous that harmful for the further process.

The next stage of treatment is the screening. From experience it is also known that in mixed waste, the dry fraction is liable to heavy contamination due to the way waste (mixed) are collected, the manner and time of their transport to the treatment plant. It is therefore a priority to remove this ‘organic fraction’ from the main waste stream as early on in the processing as possible. This is achieved by the drum screen, which enables the separation of the materials into three fractions by use of two different sized sieving holes, as follow: ▪ the mainly organic ‘small fraction’ (< 80mm) ▪ the 80mm to 300mm material fraction ▪ the remaining >300mm of the materials which are passed though the end of the sieve drum, where upon they are fed via a conveyor system to the ‘pre-shredder’. The use of this ‘pre-shredder’ is to break down materials over 300mm in dimension which are not able to be easily processed by the optical separators. After being broken down by this shredder these materials are then ‘looped back’ into the separation process before the drum screen separator by a conveyor system.

The fraction from the drum screen (80-300mm fraction) prior it’s transfer to the non ferrous separator is subjected to magnetic separation to reclaim ferrous metals and to avoid damage to the eddy current separator. Once ferrous materials have been separated from the 80 - 300 mm stream, they are passed on to the ‘eddy current’ aluminium separator.

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The next stage is the Near Infrared Red (NIR) sorting device which recover the plastic materials present in the 80-300mm waste fraction. This sorter precedes the ballistic separator directing mainly plastics there. Removing just the plastic materials, increasing the efficiency of the ballistic separator.

Then the plastics materials is transferred to the ballistic separator, which is used in order to further separate this plastic fraction by weight. The bulky ‘3D’ materials (PET, mixed bottles, other plastics such as PE / PP) though the vibrations of the separator ‘roll’ toward the lower edge of the inclined sorting surface, while the light ‘2D’ materials (such as plastic films) are moved along and collected at the upper end of the device.

These two fractions of waste are collected by conveyors which lead to sets of optical separators. With the passing though of each NIR separator the different waste streams are further separated into cleaner (higher quality) products (mixed paper, RDF, PP/PE, PET etc.).

The separated recyclables will be compressed and baled into individual parcels through compression provisions. In these devices the following materials will be driven: o Paper, cardboard and paper categories, i.e. printed paper, packaging etc. o Metals o Plastic materials such as PET, plastic sheet and different plastics

The RDF is transfered to drying which evaporates the contained water and herewith increases the dry matter. The dryied RDF is carried to a baler for RDF or bulked directly into truck.

The fraction < 80mm from screen is transferred to the biological treatment. Prior to this, they are subjected to magnetic and eddy current separation to reclaim any remaining scrap ferrous and non ferrous metals and to avoid heavy metal contamination during the process of biological treatment. The ferrous metals are removed firstly, this also therefore protecting the eddy current separator from possible damage caused by FE metals. Once ferrous materials have been removed from the <80mm organic stream, they are passed on to the ‘eddy current’ aluminium separator. Then, the organic fraction is led to biological reception area.

Analytical technical description of Mechanical treatment is given also in Annex 9.1 of the present chapter.

9.5.1.1 Reception area As mentioned above, the average daily amount of waste is:

Qdmean = 38.595 t/y / 250 d/y = 154.38 t/d Considering a safety factor for the daily seasonal variation of 20%, the daily input for the Reception Unit is:

Qdes = 154.38 t/d x 1.20 = 185.256 t/d To ensure the availability of sufficient temporarily storage space ‐ waiting area for incoming waste collection vehicles, the volume of waste to be treated is calculated at an estimated density of 300 kg/m3. Therefore the minimum volume required for the storage of waste daily is:

3 3 Vd = 185.256 t : 0.3 t / m = 617.52 m To ensure sufficient volume for storing the incoming waste prior to treatment over a period of 3 days, the reception unit should have a volume of at least equal to:

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3 3 3 Vd(3days) = 617.52 m x 3 days = 1,852.56 m  1,900 m

9.5.1.2 Mechanical sorting In order to dimension the mechanical sorting unit, the following assumptions have been taken into consideration:  Operation: Five days (5 days) per week  Total operating days per year: 250 days / year (5 days/week*52 weeks/year = 260 days/year, 260 days-10 days of potential emergency conditions = 250 days/year)  One (1) operation shifts (with 75% availability): 6 hours / day

Based on the above data – assumptions, the following table presents the dimensioning of the Mechanical Sorting Unit that will ensure the proper functioning of the Unit.

Table 9-11: Dimensioning of Mechanical Sorting Unit Description Normal Operation Incoming waste 38,595 t/y Days of Operation 250 days / year Daily Capacity 154.38 t/d Working hours (85% availability) 6.8 hours Hourly capacity 22.7 t/h Number of lines 1 Capacity of line 25.00 t/h

The Mechanical sorting will be able to manage the seasonal fluctuations (+20% in summer and - 10% during the winter period with a corresponding increase or decrease in working hours) as follows:

Table 9-12: Mechanical Sorting working hours (seasonal fluctuations) Increased Operating Description Conditions (summer period) Seasonal increase of capacity 20% High Daily capacity 185.256 t/d Working Hours 7.4 hours/day Decreased Operating Description Conditions (winter period) Seasonal decrease of capacity 10% Low Daily capacity 138.942 t/d Working Hours 5.6 hours/day

Thus, the seasonal variation of the capacity will be controlled with the variation of the working hours.

9.5.1.3 Storage for Recyclable Materials The storage building is calculated to accept the total of all recovered materials for a period of 1 calendar month (22 production days).

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Table 9-13: Storage Area for Recyclables Products

Floor area for Weight Baler Area per Specific Recovered storage of bales per N of bales Material (set output bale Weight Materials o. for 22 Days Bale per day dimensions) (m2) (kg/m3) (t/d) Storage (tn) (m2)

Paper 1,10mx0,75mx1,10m 1,21 460 0,42 3,5 9,00 59,90 Plastic 1,10mx0,75mx1,10m 1,21 350 0,32 5,2 17,00 113,14 Ferous 1,10mx0,75mx1,10m 1,21 600 0,54 1,4 3,00 19,97 Alluminium 1,10mx0,75mx1,10m 1,21 350 0,32 0,6 2,00 13,31 RDF 1,10mx0,75mx1,10m 1,21 400 0,36 35,8 99,00 299,48 Total 505,78 Total with Safety factor 1,2 606.94

The glass will be stored in containers with nominal capacity of 30 m3.

Table 9-14: Storage Area for Glass Description Quantities Glass quantities 0,92 t/d Estimated density 0,27 t/m3 Volumetric Flow 3,41 m3/d Nominal Capacity of containers 30m3 Filling Factor 85% Effective capacity 25,5m3 Containers for 22 days' storage 3 Area for each container (lxwxh) 15,81 Total area for storage of containers 48m2 TOTAL AREA (safety factor 20%) 57.6 m2

The calculations reveal that a storage building of approx. 664.54  670 m2 (with internal dimension approx. 45mx23m) caters for this 22 days production capacity which also includes extra area enabling ease and safety of movements.

9.5.1.4 Characteristics and classification of produced RDF

The following table presents an estimation of the expected output characteristics of total produced RDF in the plant, based on the process scheme described in the above paragraphs.

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Table 9-15: RDF characteristics Fractions Wet Dry Cl Moisture Dry ash Calorific Calorific tonnage tonnage content content content value of value of (t/a) (t/a) dry (%) (%) (%) wet dry (*) (*) (*) fractions fractions kj/kg kj/kg TOTAL 8,944 7,108 0.53 19.58 8.97 16,292 20,904 According to these characteristic the produced RDF can be classified as follows: In terms of Net Calorific Value, (NCV) in class: 3 In terms of Clorine content (Cl), in class: 2

It must be noted that the output characteristics of the produced RDF from the Mechanical Sorting Unit, depends directly from the composition, the moisture and other physicochemical characteristics (i.e. Cl content, ash content etc) of the incoming waste, and the applied sorting technology and of course it has to be in line with the requirements and needs of the end user. Therefore at the current stage of design, the characteristics which are proposed to be set as minimum acceptable requirements for RDF and to be adopted in the next stages of design, are presented in the following table.

Table 9-16: Proposed RDF minimum requirements STATISTICAL CONTROL CHARACTERISTIC UNIT VALUE MEASURE STANDARDS Clean calorific value Mean MJ/kg (ar) ≥17 EN 15400:2011 (NCV - Net Calorific Value) Content of chlorine (Cl) Mean % (d) ≤0.5 EN 15408:2011 Moisture - % w.w ≤20,0 CEN/TS 15414:2011 Content of ash - %(d) ≤10,0 EN 15403:2011 Content of mercury (Hg) (Median) mg/MJ (ar) ≤0,08 (80th EN 15411:2011 mg/MJ (ar) ≤0,16 percentile) * (d): dry basis (ar): as received

With these characteristic the produced RDF is proposed to be classified as follows: In terms of Net Calorific Value, (NCV) in class: 3 In terms of Clorine content (Cl), in class: 2 In terms of Mercury (Hg), in class:3

9.5.2 Biological treatment After the mechanical treatment process and recovery of recyclable materials and RDF, the 49% of the initial amount enters the Biological Treatment Plant (Anaerobic Digestion) for the production of biogas and digestate. The digestate that resulting from AD and the residues that derived from mechanical sorting are treated through a biostabilization process for the production of compost like output (CLO).

The Compost Like Outupt (CLO) is transferred and disposed to the landfill site .

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The biological process goes through two distinct phases. The 1st phase (anaerobic digestion) takes places in digesters with usefull capacity of 450m3 (gross volume 780 m3). The digester’s filling is achievied by wheel loader. After a period of 28 days the material is directed via wheel loader to biostabilisation. The biostabilisation phase takes place in closed forced aeration boxes. After a period of the 20 days the CLO is finally led to the landfill, for disposal.

The biological treatment shall be designed to treat the organic fraction 0-80mm, which comes out from the trommel 80-300mm, placed in the Mechanical Seperation building. The biological treatment conisist of two phases: a) dry anaerobic digestion for the production of electricity and heat and b) further biostabilization process for the treatment of digestate

Anaerobic digestion takes place in closed-sealed boxes, whereas biostabilization takes place in closed forced aeration boxes. The biogas is blown to a CHP unit for the production of electricity and heat. The selected process method is indicative and non – binding and it is used for the purposes of this feasibility study.

Analytical technical description of Biological treatmen is given in Annex 9.1 of the present chapter.

The design assumption used in the proposed biological plant are described in the following table:

Table 9-17: Input design parameters

Description Values

Input organic fraction to 18,907 /year biological treatment Operation 365 days/year Material Densities 0.50 t/m3 • Material receipt and temporary storage Biological Stages • Anaerobic Digestion (1st phase) • Biostabilisation of the digestate (2nd phase) Retention time in anaerobic 28 days digestion (1st phase) Retention time in biostabilisation 20 days (2nd phase)

According the above data-assumptions the minimum features for each unit of biological treatment are calculated as follows.

a. Reception Area The reception area should provide sufficient space for incoming organic fraction from mechanical treatment. For the purposes of this feasibility study the material will be formed having rectangle pile shape with height of 2 m as the following figure.

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Figure 9-16: Organic pile storage

The calculation for the reception area proceeds as follow:

Table 9-18: Dimensioning of Reception Area Dimensioning of Reception Area Material to reception area 18,907 t/y Days of operation of reception area 250 days Daily capacity with a seasonal variation of 20% 90.75 t/d Specific density of material 0,55 t/m3 Volume of material 165.0 m3/d Total Area (m2) 82.5 m2 Total Area with Safety factor (10%) 90.75 m2

b. Anaerobic Digestion (1st phase) For the purposes of this feasibility study, the anaerobic digestion (1st phase) takes place in closed boxes with useful volume of 450m3. The calculation for the number of anaerobic digesters proceeds as follows and the assuptions from conseptual design has taken into account:

Table 9-19 Dimensioning of the number of Anaerobic Digesters Dimensioning of the number of anaerobic digesters Material to anaerobic digestion 18,907 t/y Structural Material (10%) (according the 1,891 t/y conceptual design) Total material to AD 20,798 t/y Specific density 0.50 t/m3 Volume of material to anaerobic digestion 41,596 m3/y Retention time 28 days Annual Working Cycles 13

length 30m width 5m Anaerobic Digester Dimensions useful height 3 m Useful volume 450m3 Average Material per cycle (m3) 3,200 m3 Proposed number of anaerobic digesters 8

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c. Biostabilization (2nd phase) For the purposes of this feasibility study, the biostabilisation phase of digestate takes place in closed forced aeration boxes with useful volume of 420m3. The number of necessary boxes is calculated as follow and the assuptions from conseptual design has taken into account:

Table 9-20: Dimensioning of the number of aerated boxes for biostabilisation Dimensioning of the number of boxes in Normal Operation Biostabilization Phase Volume of digestate material 40,600 m3/y Retention time 20 days Annual Working Cycles 19 length 30m width 5m Boxes for biostabilisation dimensions useful height 2.8 m Useful volume 420m3

Material per cycle (m3) 2,137 m3 Proposed number of boxes 5

9.5.3 Landfill for residues 9.5.3.1 Landfill capacity In order to plan the landfill for residues the following assumptions have been taken into consideration: Density of residues 0.85 t/m3 Cover material factor 10% The following table presents the required capacity of landfill.

Table 9-21: Residual landfill capacity Compaction of Cover material Anual capacity Total Capacity Year Quantities residues (t/m3) factor (%) (m3) cumulative year(m3)

2023 14,728 19,060 19,060 2024 14,782 19,129 38,189 2025 14,835 19,198 57,387 2026 14,888 19,267 76,654 2027 14,941 19,336 95,990 2028 14,995 19,405 115,395 2029 15,048 19,474 134,870 2030 15,102 19,544 154,413 0.85 10.00% 2031 15,155 19,613 174,026 2032 15,200 19,671 193,697 2033 15,245 19,729 213,426 2034 15,290 19,788 233,214 2035 15,336 19,846 253,060 2036 15,381 19,905 272,964 2037 15,426 19,963 292,927 2038 15,472 20,022 312,946

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Compaction of Cover material Anual capacity Total Capacity Year Quantities residues (t/m3) factor (%) (m3) cumulative year(m3)

2039 15,517 20,081 333,030 2040 15,563 20,140 353,170 2041 15,608 20,199 373,369 2042 15,644 20,245 393,614 2043 15,680 20,292 413,906 2044 15,716 20,339 434,245 2045 15,753 20,386 454,631 2046 15,789 20,433 475,064 2047 15,826 20,481 495,545

According to the design solution of conseptual design (based on the topographical map of the site), the minimum area required for landfilling of residues, for 2023-2047, is approximately 43,896 m2 while to meet the needs of the first phase of the project, namely the first 12‐years approx. amounts to 24,430 m2 (exploitable capacity 246.000m³ according to the topographical map of the site and our design).

The life-time, area and the capacity in m3 are shown in the table below.

Table 9-22: Capacity of landfill cells Planar Area Landfill (2d surface) Actual Phases Period (y) (m2) Capacity, m3 A PHASE* 12 24,430 246,000 B PHASE** 13 19,466 332,000 TOTAL 25 43,896 578,000 * Phase A will be financed by EU funds (Cohesion Fund or ERDF), ** Phase B will be constructed in the future Phase

Analytical technical description of Landfill for residues is given in Annex 9.1 of the present chapter.

9.5.3.2 Landfill lining With regard to requirements of legislation and EIA decision (Class: UP/I351-03/10-02/88; Reg 517- 06-2-2-14-19), the base proofing of the landfill lining system will be carried out as follows (see relative Drawing in Annex 9.4):

Leveling layer 0.5m GCL (geosynthetic clay liner), which it will satisfy permeability requirement at least equivalent with a clay layer of thickness ≥ 1.0 m and k ≤ 1.0 x 10-9 m/s (Annex 1 par. 3 Directive 99/31/EC) 2.5 mm HDPE geomembrane Geotextile as protecting layer for geomembrane (at least 2.000 g/m2) Drainage Layer of gravel (16/32) thickness 0.51m Geogrid

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9.5.3.3 Leachate collection system Primary drainage pipes are made of HDPE or PVC at a nominal (outer) diameter 315 mm, are perforated by 2/3 of diameter and have a SN8 or equivalent 10 atm strength. They are placed along the axis of the bottom cell. The pipes are embedded in 0/8 mm sand and surrounded by the 50 cm deep gravel layer. They can withstand a load of more than 40 m waste. From the bottom’s lowest point, leachates are directed with gravity outside the landfill via a full DN315 pipe, through the embankment to a collection well and finally towards the treatment plant. The leachate collection well is cylindrical. Moreover, it is envisaged “double” system outside of the cell, which consists of revision shafts and pipelines for drainage of pure rainwater from cells in which waste disposal hasnot yet commence.

9.5.3.4 Waste water treatment plant The waste water treatment plant which will be constructed in the project area, will consist from the following elements: ✓ equipment for treatment of wastewater ✓ basins for collecting technological and sewerage wastewater ✓ sanitary wastewater collecting basins

Annex 9.1 includes more detailed information regarding WWTP.

9.5.3.5 Rain water protection works Rain water protection works are constructed in the site, in order to avoid storm water entering the landfill and mixing with waste and leachates, structural stability of landfill and protect the buildings and the roads from water erosion. Rain water must be drained and diverted outside the landfill. The flood protection works of the site consist of the following: ✓ Ditches in the perimeter of the landfill cells ✓ Ditches for the protection of internal road network ✓ Drainage well of ditches and sewers. The ditches may have trapezoidal or rectangular shape of suitable section. The ditches are lined with tiles. Rainwater that is collected in the ditche from the landfill area is transported outside the landfill borders via sewers of sufficient diameter. For the protection of the final relief and the prevention of corrosion after landfill rehabilitation, rainwater draining from the final cover of the landfill will be needed. It can consist of HDPE pipes, directed to the berms of the waste relief.

Rainwater from roofs and purified water from traffic – manipulated surfuces (after treatment at oil and green separator) will be collected and and then these will be transferred to the rainwater tanks.

9.5.3.6 Landfill gas collection and treatment In order to calculate the biogas generation from the waste that will be landfilled, LandGEM model has been applied. The total generate landfill gas is presented in the following figure. Analytical calculations are presented in Annex 9.1 of the present chapter.

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Figure 9-17: Landfill gas generated/recovered (m3/h)

9.5.3.7 Landfill closure-top cover system The landfill topcover according to the EIA decision (Class: UP/I351-03/10-02/88; Reg 517-06-2-2- 14-19) will consist of the following layers ✓ Leveling layer ✓ Geosynthetic system for collecting landfill gas(gas drain) ✓ Bentonite carpet ( k ≤ 10⁻⁹ m/s ) ✓ Geosynthetic system for rainwater drainage (geo drain) ✓ Geogrid ✓ Recultivating layer of soil (d = 101 cm)

9.5.4 Landfill for inerts 9.5.4.1 Landfill capacity In order to plan the landfill for inerts the following assumptions have been taken into consideration: Density of inerts: 1,4 t/m3

Therefore the required capacity of the Landfill is calculated as follow:

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Table 9-23: Landfill for Inerts Total Capacity Compaction of Annual capacity Year Quantities cumulative inerts (t/m3) (m3) (m3) 2020 2.250 1.607 1.607 2021 2.250 1.607 3.214 2022 2.250 1.607 4.821 2023 2.250 1.607 6.429 2024 2.250 1.607 8.036 2025 2.250 1.607 9.643 2026 2.250 1.607 11.250 2027 2.250 1.607 12.857 2028 2.250 1.607 14.464 2029 2.250 1.607 16.071 2030 2.250 1.607 17.679 2031 2.250 1.607 19.286 2032 2.250 1.4 1.607 20.893 2033 2.250 1.607 22.500 2034 2.250 1.607 24.107 2035 2.250 1.607 25.714 2036 2.250 1.607 27.321 2037 2.250 1.607 28.929 2038 2.250 1.607 30.536 2039 2.250 1.607 32.143 2040 2.250 1.607 33.750 2041 2.250 1.607 35.357 2042 2.250 1.607 36.964 2043 2.250 1.607 38.571 2044 2.250 1.607 40.179

According to the design solution of the conceptual design (based on the topographical map of the site), the minimum area required for landfilling of inerts, for 2020-2044, is approximately 7.843m2 with exploitable capacity 42.000m³ (according to the topographical map of the site and our design).

The life-time, area and the capacity in m3 are in the table below.

Table 9-24: Capacity of inert landfill Real Area Actual Landfill Period (y) (3d surface)(m2) Capacity, m3 Inert Landfill 25 7,843 42,000

9.5.4.2 Landfill lining The lining system for the inert Landfill will consist of the following layers according to the EIA decision (Class: UP/I351-03/10-02/88; Reg 517-06-2-2-14-19):

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Leveling layer 0.5m Bentonite carpet ( k≤ 10⁻⁹ m/s) 2,5 mm HDPE geomembrane Geotextile as protecting layer for geomembrane (at least 2.000 g/m2) Drainage Layer of gravel (16/32) thickness 0.51m Geogrid

9.5.4.3 Landfill closure-top cover system The topcover of inert landfill will consists of the following layers according to the EIA decision (Class: UP/I351-03/10-02/88; Reg 517-06-2-2-14-19) ✓ Leveling layer ✓ Bentonite carpet ( k≤ 10⁻⁹ m/s ) ✓ Geosynthetic system for rainwater drainage (geo drain) ✓ Geogrid (on the inclinations) ✓ Recultivating layer of soil (d = 101 cm)

Analytical technical description of Landfill for inerts is given in Annex 9.1 of the present chapter.

9.5.5 Infrastructure works Infrastructure works will consist of the following individual works Earthworks (woodcutting, excavations, embankments, cleaning of fire safety zone) Buildings and utilities (weighbridge, tire washing system, fencing, entrance, weighting house, administrative building, maintance building, washing facility, water supply network, sewage network, fire fighting system, water tank for technological needs, rainwater collection tanks, external electrical power supply network, scada, internal infrastructure- networks, fuel tank, appropriate software, transformer buildings etc) Construction and Demolition waste area (earthworks for C&D waste area and bulky waste area, crusher for C&D waste) Area for the temporary storage of recyclable waste (Asphalting, Facilities for employees, containers) Road works Others (Green areas, landscaping)

Analytical technical description of infrastructure works is given in Annex 9.1 of the present chapter.

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9.5.6 Transfer Stations 9.5.6.1 Proposed option for TS Based on the analytical study for TS provided in Chapter 8, it has been concluded that option 1, which includes the combination of a transfer ramp with a belt conveyor and a semi-trailer with a pressure plate for compacting waste compared to the other two proposed options (no.2. and no.3) is more advantageous and preferable in our case for the following reasons: It allows for the greatest rate of unloading waste: this means that the garbage truck unloads waste within 3-5 minutes (as if it unloaded it at a landfill) and does not take part in the unloading process (like in case of other two proposed options) so that it does not hinder it in unloading The fastest unloading of 20 t of waste, depending on the number of transfer funnels, one or two: in either case, a total of 50 minutes The fastest unloading of 20 t of waste in the WMC: 3 – 5 min Lowest construction costs and high flexibility (each container has each own press) Spare space for temporary storage of waste: unloading boxes, belt The number of unloading points: flexible, determined according to customer’s specific needs Allows also visual inspection of the composition of the incoming waste and therefore protection of the equipment.

In addition to the transfer ramp, the transfer station standard equipment includes: an access road connecting to a public road, road infrastructure within the TS, a scale, checkpoints at the entrances where waste is registered, weighed and paid for, a handling area for the transfer equipment and TS vehicles, parking lots for TS vehicles, a buffer zone, a landscaped area and a fence around the TS area (as well as the foregoing).

9.5.6.2 Waste Transfer Procedure Before the transfer starts, the semitrailer with a pressure plate is placed under the loading ramp. After weighing, waste collecting utility vehicles approach the transfer ramp by driving in reverse, where they open their tailgates and unload their municipal waste onto the flat part of the belt conveyor. The belt conveyor transfers the unloaded waste all the way to the loading ramp/transfer funnel, which directs the waste into the upper aperture of the semitrailer. The belt conveyor periodically stops and the pressure plate continuously compacts the waste across the entire length of the semitrailer until it comes in contact with the previously compacted municipal waste. Once the semitrailer is full, the belt conveyor stops. The contaminated water drained from the waste is collected in a special tank (which is an integral part of the belt conveyor). This discharge is transferred from the tank into the semitrailer (waste transport vehicle) by a hydraulic pump through a pressure pipe, this returning to the waste it originated from (this is important for quantity accounting). The tractor is then connected to the semitrailer for further transport to the landfill and another semitrailer is placed under the loading ramp. All these operations may be performed by a single operator using remote controls and a control board located on the inspection stairs on the side of the belt conveyor, where it is possible to monitor the semitrailer’s loading ramp.

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A combination of a conveyor belt, a semitrailer with a 20 t pressure plate and the defined number of transfer funnels results in the following capacity:

Transfer capacity (rate) t/hrs Standard device with one transfer funnel and one semi trailer 20 t/h

The following table provides a summary of technnical characteristics of the selected type of transport equipment and the technology of TS.

Table 9-25: Technical characteristics of standard transport equipment / Technical characteristics of proposed type / technology of TS Standard transport Equipment Technical characteristics of proposed type of TS Technical characteristics SEMI-TRAILER WITH A Technical BELT CONVEYOR AND PRESSURE PLATE characteristics WASTE COMPACTIG CONTAINERS Payload (tn) 20 Transfer takes place on Total vehicle length including 16.1 Number of levels for one level and does not tractor (m) waste loading require costly construction works Compacted waste Yes 1 ramp – several Autonomy at TS Yes unloading points, the Number of transfer number of unloading points/transfer ramps points is designed according to the actual needs Space for semi-trailer/ Full vehicle Rate of transfer/ container handling dimensions receiving waste from a 3 – 5 min / waste truck waste truck Waste transfer levels 1 Purpose Loading and compacting 20 Transfer of 20 t of waste t of waste (installed press), Time required to with 1 transfer ramp transport and unloading of transfer 20 t of with compacting in the waste waste/1 ramp semi-trailer takes up to Waste preparation time for 50 50 min transport from TS (min) (20 t) Time of unloading waste at 4 - 6 Transfer equipment CWMC (min) Towing vehicle tractor Payload for waste in t 20 t of compacted waste Required area for waste transfer (400 4.166 m² t/8h ) is Required time for 5 hrs (a ramp with 2 transferring 400 t of transfer funnels) waste Unloading 20 t of Pressure plate; 5 min waste, time in minutes

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Standard transport Equipment Technical characteristics of proposed type of TS Technical characteristics SEMI-TRAILER WITH A Technical BELT CONVEYOR AND PRESSURE PLATE characteristics WASTE COMPACTIG CONTAINERS

9.5.6.3 Transfer station parts Transfer station consists of: A ditch for waste acceptance from small waste vehicles with covering A transfer ramp Road which is connected to the public road Internal roads with manipulative surface for transfer equipment, TS vehicles and parking lots An aboveground scale Contain for operator and control - entrance container Equipment container A fence

Conveyor belt with engine consisting of: flat part (unloading ramp), onto which utility vehicles load their waste the slant loading ramp – the transfer funnel equipped with rubber curtain for waste directing shallow pool equipped with hydraulical pump underneath the slant for waste water collection which is being created by draining the municipal waste during the transfer, which is, after collected, transferred back into the semi trailer The drive unit (diesel engine with electro-hydraulic pump as a device driving part with unique keyboard to control the entire belt)

The belt conveyor consists of a flat part (unloading ramp) onto which utility vehicles load their waste, a slant, lifted part, and a loading ramp – the transfer funnel.

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Figure 9-18: Typical view and cross section of belt conveyor and waste compacting containers

9.5.6.4 Transfered waste amounts through TS The following table presents the average annual amounts of waste (for 2020-2044 period) transferred to the six proposed TS and the capacity of waste tracks.

Table 9-26: TS waste amounts transferred TS TS TS TS TS TS METKOVIC JANJINA SITNICA LASTOVO MLJET DUBROVNIK Waste quantity 6,131 4,470 1,709 141 127 12,975 (t/y)

9.5.7 Collection system-Home composting The proposed waste collection system consists of collection with three waste streams as follows: i) Stream 1: separate collection of paper, glass, metal and plastic materials, including packaging waste in different bins and, ii) Stream 2: collection of residual municipal waste. This collection system is currently already in place at project area. iii) Stream 3: Collection of biowaste. For the development of the separate collection system a suitable number of standard bins and transport trucks has been determined.

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Table 9-27: Needs of collection equipment for project area Unit Cost Total Cost Quantities (€/item) (€) (1) (2) (3)=(1)*(2) Collection Bins 1,1m3 Collection Bins for Mixed Waste (1.1m3) 68 220 14,960 Collection Bins for Paper (1.1m3) 1,324 220 291,280 Collection Bins for Glass (1.1m3) 154 220 33,880 Collection Bins for Plastic (1.1m3) 3,661 220 805,420 Collection Bins for Metal (1.1m3) 1,508 220 331,760

Bins for Source Separated Biodegradable 387 220 85,140 Waste (1.1 m3)

Subtotal 1: Collection Bins 1,562,440 Collection trucks Trucks 16m3 for recyclables collection 8 140,000 1,120,000 Trucks 12m3 for source separated 1 110,000 110,000 organic waste Trucks 16m3 for source separated 2 140,000 280,000 organic waste

Trucks 16m3 for mixed waste 4 140,000 560,000 Subtotal 2: Collection Trucks 2,070,000 Total Cost for purchased collection - - 3,632,440 equipment (€) Contingencies s 140,620 Total Cost for purchased collection 3,773,060 equipment (€) Note: The calculations for the additional needs in collection bins have been calculated using the formula: Additional needs=Total needs- Existing infrastructure for each town/municipality included in the project area assuming that if a town or municipality has less items in bins than those needed will be necessary to be supplied with extra items and not to be contributed with bins by another town/municipality with surplus. Existing infrastructure includes collection bins with capacity 1.1 m3 and also different capacity bins (i.e. 240 lt, 120 lt) after reduction in capacity 1.1 m3.

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9.6 HUMAN RESOURCES AND PROMOTER ORGANIZATION 9.6.1 Organizational diagram Company Agencija za Gospodarenje Otpadom d.o.o. for waste management (AGO) is based in Dubrovnik, Pred Dvorom 1 and was founded in 2007 By tha Dubrovnik- neretva county as the only founder.

The Company is registered at Commercial Court Split, Permanent attendance in Dubrovnik with company registration number: 090019826, OIB: 10713369361.

Registered Economic Activities: • collection, storage and transport of waste • waste disposal • Recycling and waste management • recycling packaging and packaging waste, electric and electronic waste equipment, vehicles with expired service life of tires and other non-hazardous waste • purchase and sale of goods • construction, design and construction supervision

9.6.2 Personnel requirements This section presents the indicative personnel requirements for the management and the normal operation of the WMC and TS works. Analytical data regarding each position title, such as job description and required skills are presented in Annex 9.3 of the present chapter.

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Table 9-28: Personnel requirements Central Administration – AGO d.o.o. Position title Indicative number of personnel 1. Director 1 2. Assistant Director 1 3. Project Manager 1 4. Head of Engineering projects 1 5. Head of Finance and Accounting 1 6. Technical Assistance staff for Project Implementation Unit 7. Technical Assistance staff for Public Relation Activities 8. Technical Assistance staff for Construction works and equipment supplies supervision 9. Technical Assistance staff for Financial and Operational systems establishment support Minimum specified requirements for the operation of the MBT facility Position title Indicative number of personnel 1. General Manager 1 2. MBT operator 2 3. Electrical installation technician 1 4. Mechanical installation technician 2 5. Weighbridge operator 2 6. General secretary/administrator 1 7. Truck operator-driver 2 8. General tasks workers 7 Requirements for landfill operation Position title Indicative number of personnel 1. Landfill site supervisor Common position with MBT operator 2. Waste compactor operator 1 3. Bull dozer operator 1 4. Loader operator 1 5. Truck driver Common position with Bull dozer operator 6. General tasks workers 1 WWTP – Landfill gas collection Position title Indicative number of personnel 1. Manager Common position with MBT operator 2. Environmental compliance officer Common position with MBT operator Area for the temporary storage of recyclable waste Position title Indicative number of personnel 1. Manager Common position with MBT operator 2. Equipment operator 1 Recylcing yard of Construction waste Position title Indicative number of personnel 1. Equipment operator 1 2. General tasks worker Common position with bull dozer operator Requirements for technical section of vehicles Position title Indicative number of personnel 1. Mechanical engineer 1 2. Vehicle mechanic 2 3. General tasks worker 3 Guarding, Control and monitoring requirements Position title Indicative number of personnel 1. Site quard 2 Transfer Station vehicle drivers Position title Indicative number of personnel 1. Truck driver 13

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9.6.3 Hiring procedures The hiring procedure of all needed employees is foreseen to be finished three months before the WMC starts to operate, as the latest. The hiring procedure will be performed according to Croatian legislation. All employees necessary for the operation of the WMC will be hired well before the start of the operation in order to get proper training and competence.

9.6.4 Annual costs All data concerning financial aspects of the operation are presented at paragraph 9.9. and at Chapters 11 and 12.

9.6.5 Training procedures Under the scope of works of selected contractor for construction of WMC, as well as MBT Plant and supply of equipment the proper training of future working staff and all necessary maintenance manuals shall be included. Every other kind of education and training will be provided before the start of operation, as well as continuously during the operational phase. The theoretical training of staff should be at least for the following areas:  General information on waste management  General description of WMC and TS facilities  Description of the WMC and TS units  Description of all plant machinery  Operation manuals of machinery  Maintenance Manuals - Parts - Analysis of Faults.  Health and Safety .

In particular the staff training will be done in modules and by groups of workers. The minimum topics given in the following table:

Table 9-29: Staff Training N / A TRAINING MODULE 1 Legislative framework for waste management 2 Operating Basics WMC - General education facilities 3 Detailed presentation of flowchart functions 4 Internal Processes – Duties List 5 Hygiene and safety-emergency 6 Administrative operations, financial management and operational costs Fundamentals for equipment maintenance, maintenance schedule, maintenance repair 7 operations, parts and service equipment Environmental monitoring function laboratory measurements-analyzes and processing 8 results, results database, project monitoring reports 9 Weighing incoming waste and outgoing materials weightings recorded in a database 10 Techniques and landfill operations, cover material, maximizing available space Techniques of Leachate treatment unit-Sampling Techniques - Quality Control - Outputs - 11 Disposal 12 Landfill Equipment - Machinery and Equipment Supporting Equipment- Use of Equipment Monitoring and Maintenance Project (fences, drainage, street cleaning etc) - Management 13 of Vehicle and Personnel - Transfers

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Finally, it should be noted that there will be the possibility of holding seminars, educational visits / trips and anything else necessary to further educate and train staff on technology, use and operation of equipment or recovery systems.

9.6.6 Competence of the promoter – General competence – Project implementation competences The initial organizational scheme enables accomplishment of the following workings:

Phase 1: Project Preparation: investigation work implementation, technical documentation preparation, building acts procurement and securment of co-financing funds according to the proposed financing scheme from EU funds and Republic of Croatia and Dubrovnik-Neretva County.

In this phase, EPEEF in cooperation with JASPERS consultants and MEPN participate in the control of the quality of documentation next to AGO as the Beneficiary.

Figure 9-19: Organizational scheme for project preparation

Phase 2: Project Implementation: public procurement - construction and infrastructure equipment contracting - infrastructure building.

According to the “Regulation on the bodies in the systems of management and control of the usage of European social fund, European regional development fund and Cohesion fund regarding the goal “Investment in growth and workplaces”2 (OG 10//14) AGO as the Beneficiary of the funds, concludes the contract on allocation of the grants with Intermediate body Level 1 and/or

2 Uredba o tijelima u sustavima upravljanja i kontrole korištenja Europskog socijalnog fonda, Europskog fonda za regionalni razvoj i Kohezijskog fonda, u vezi s ciljem „Ulaganje za rast i radna mjesta, slobodan prijevod

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Intermediate Body Level 2 according to the General provisions applied to the projects financed from EU structure and investment funds in the financial period 2014 - 20203. Beneficiary is directly responsible for the beginning, management, implementation and results of the project. Project implementation is exclusive responsibility of the Beneficiary.

The development of the organizational structure follows the development of the project so in the Phase 2 the employment of the new employees of required expertise is planned in order to secure legal, management, administrative and financial benefits of the project:

Figure 9-20: Organizational scheme for project implementation

Phase 3: Operation And Management Of The Built Infrastructure: During/at the end of the Phase 2 and before setting in motion of the built infrastructure, it will be necessary to hire all workers necessary to conduct all technological, administrative and management affairs. The workers selection process will be conducted according to the Labor Act and adequate specific education will be performed prior to disposition to the working place. AGO Framework organizational scheme in the operational phase is given bellow:

3 Opći uvjeti koji se primjenjuju na projekte finacnirane iz europskih strukturnih i investicijskih fondova u finacnisjkom razdoblju 2014.-2020, Slobodan prijdvod

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Figure 9-21: Organizational scheme for project operation

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9.7 FINANCIAL DATA: CAPEX, OPEX AND REINVESTMENT COSTS 9.7.1 Waste Management Center (WMC) 9.7.1.1 Investment Cost The cost of waste treatment plant is affected by a number of parameters as: ✓ The capacity of the unit ✓ The type and complexity of technology ✓ The degree of automation of production process ✓ The required infrastructure The table below presents our estimations for the WMC. The detailed investment cost that is presented in the following table does not include VAT.

Table 9-30: Investment Cost of WMC Unit Cost Cost No Item Unit Quantities (€) (€) 1. MECHANICAL SORTING 1.1 Mechanical Equipment 1.1.1 Crane item 1 300,000.00 300,000.00 1.1.2 Bag Opener item 1 235,000.00 235,000.00 1.1.3 Trommel Screen d=80/300mm item 1 250,000.00 250,000.00 1.1.4 Magnet item 3 45,000.00 135,000.00 1.1.5 Shredder item 1 250,000.00 250,000.00 1.1.6 Eddy Current Separator item 2 85,000.00 170,000.00 1.1.7 Balistic Separator item 1 290,000.00 290,000.00 1.1.8 NIR 2,8m item 1 235,000.00 235,000.00 1.1.9 NIR 1m PE/PP item 1 135,000.00 135,000.00

1.1.10 NIR 0,6m PET item 1 115,000.00 115,000.00

1.1.11 NIR 2m film item 1 220,000.00 220,000.00 1.1.12 NIR 2,8m paper item 1 225,000.00 225,000.00 1.1.13 NIR 2m item 2 210,000.00 420,000.00 Baler with PET perforator for paper & 1.1.14 item 1 350,000.00 350,000.00 plastic 1.1.15 Baler for metals item 1 350,000.00 350,000.00 Transportation, collection and 1.1.17 item 1 800,000.00 800,000.00 acceleration conveyors Commisioning (supply, istallation, 1.1.18 item 1 200,000.00 200,000.00 test) 1.1.19 Shredder for RDF item 1 350,000.00 350,000.00

1.1.20 RDF Dryer Item 1 350,000.00 350,000.00

1.1.21 Press and ballast for RDF Item 1 500,000.00 500,000.00

1.1.22 Hand-picking cabins Item 1 60,000.00 60,000.00

1.1.23 Quality control cabins item 1 80,000.00 80,000.00

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Unit Cost Cost No Item Unit Quantities (€) (€)

Subtotal 1.1. Mechanical Equipment 6,020,000.00

1.2 Buildings Constructions (Civil works) 1.2.1 Mechanical Sorting ( Metallic building) m2 5,683 550.00 3,125,650.00 1.2.2 Storage for recyclables m2 1060 450.00 477,000.00 Control room internal in Mechanical 1.2.3 item 1 80,000.00 160,000.00 sorting 1.2.4 RDF building m2 710 550,00 390,500.00 Subtotal 1.2. Buildings Construction 4,153,150.00 1.3. Infrastructure Electrical and mechanical installation 1.3.1 (fire protection, sewage, electrical item cables, CCTV etc) General electrical / electronic 1.3.1.1 item 1 100,000.00 100,000.00 installations Fire detection and protection 1.3.1.2 item 1 30,000.00 30,000.00 installations 1.3.1.3 Sewage and plumbing installation item 1 30,000.00 30,000.00

1.3.1.4 Automation System item 1 60,000.00 60,000.00

1.3.1.5 Others item 1 30,000.00 30,000.00 De-dusting bag filter, fans for air 1.3.1.6 item 3 300,000.00 900,000.00 exchange system 1.3.2 Transformer and generator item 2 100,000.00 200,000.00

1.3.3 Biofilter & Scrubber, and auxiliaries m2 634 350.00 221,900.00

1.3.4 Rainwater tank m3 130 300.00 39,000.00

Subtotal 1.3. Infrastructures 1,350,000.00 1.4 Mobile Equipment 1.4.1 Petrol engined fork lift unit 2 30,000.00 60,000.00 1.4.2 Transport truck with hook lift unit 1 100,000.00 100,000.00 1.4.3 Sweeper unit 1 50,000.00 50,000.00 1.4.4 Container 30m3 for residues unit 5 11,000.00 55,000.00 Container for ferrous, non ferrous 1.4.5 unit 7 1,000.00 7,000.00 products and others Subtotal 1.4. Mobile Equipment 272,000.00 1.5 Detailed Design 1.5.1 Detailed Design unit 1 270,000.00 270,000.00 Subtotal 1.5. Detail Design 270,000.00 1.6 Trial Operation

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Unit Cost Cost No Item Unit Quantities (€) (€) 1.6.1 Trial Operation unit 1 360,000.00 360,000.00 Subtotal 1.6. Trial Period 360,000.00 Subtotal 1. Mechanical Treatment 12,425,150.00 Contingencies 1,099,363.50 Total 1. Mechanical Treatment 13,524,513.50

2. BIOLOGICAL TREATMENT 2.1 Biological Treatment 2.1.1 Anaerobic Digestion

2.1.1.1 Construction of concrete for fermenters item 8.00 60,000.00 480,000.00

Electrical and mechanical installation ( 2.1.1.2 item 8.00 87,500.00 700,000.00 biogas piping, sewage system etc) 2.1.2 Biostabilation

2.1.2.1 Construction of biostabilition boxes item 5 60,000.00 300,000.00

Electrical and mechanical installation 2.1.2.2 item 5.00 66,000.00 330,000.00 (fans, air piping, sewage system etc)

2.1.3 Building construction

Building construction for biological treatment (construction of fermenters 2.1.3.1 m2 5085 500 2,542,500.00 and biostabilition boxes, maneuvering area, mixing area, storage area etc) 2.1.4 Energy recovery from biogas Enery recovery from biogas (pipping, 2.1.4.1 biogas tank, CHP 380kW, dewatering item 1.00 750,000 750,000 system, transformer station, flare etc) Water tank for technological needs 2.1.5 m3 2,700.00 300.00 810,000.00 (no 19) 2 2.1.6 Storage for structural material m 280 450 126,000.00

2.1.7 Shedder for structural material item 1 100,000.00 100,000.00 Mixer for structural material and 2.1.8 item 1 50,000.00 50,000.00 waste Subtotal 2.1. Biological Treatment 6,188,500.00 2.2 Infrastructure Electrical and mechanical 2.2.1 installation (fire protection, sewage, electrical cables etc) General electrical / electronic item 1 100.000,00 100.000,00 2.2.1.1 installations 2.2.1.2 Fire detection and protection item 1 25.000,00 25.000,00

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Unit Cost Cost No Item Unit Quantities (€) (€) installations 2.2.1.3 Sewage and plumbing installation item 1 15.000,00 15.000,00 2.2.1.4 Automation System item 1 200.000,00 200.000,00 De-dusting bag filter, fans for air 2.2.2 exchange system, Biofilter & Scrubber, and auxilliaries De-dusting bag filter, fans for air item 1 70.000,00 70.000,00 2.2.2.1 exchange system 2 2.2.2.2 Biofilter & Scrubber, and auxilliaries m 680 350 238,257,58

2.2.2.3 Transformer item 1 60,000.00 60,000.00

2.2.2.4 Rainwater tank item 1 25,000.00 25,000.00 Subtotal 2.2. Infrastructure 648,257.58 2.3 Mobile Equipment 2.3.1 Wheeled front end loader unit 2 120,000.00 240,000.00 Subtotal 2.3. Mobile Equipment 240,000.00 2.4 Detailed Design 2.4.1 Detailed Design unit 1 200,000.00 200,000.00 Subtotal 2.4. Detailed Design 200,000.00 2.5 Trial Operation 2.5.1 Trial Operation unit 1 320,000.00 320,000.00 Subtotal 2.5. Trial Operation 320,000.00

Subtotal 2: Biological Treatment 7,596,757.58

Contingencies 648,608.18

Total 2: Biological Treatment 8,245,365.76

3. LANDFILL 3.1 Earthworks 3.1.1 Excavations for landfill m3 85,500.00 10 855,000.00 3.1.2 Backfilling m3 67,500.00 8 540,000.00 Subtotal 3.1 Earthworks 1,395,000.00 3.2. Bottom Lining 3.2.1 Leveling layer of soil 0.50m m3 12,215 8.00 97,720.00 3.2.2 Bentonite carpet (GCL) m2 26,873 5.00 134,365.00 3.2.3 HDPE foil 2.5mm m2 26,873 7.00 188,111.00 3.2.4 Protective Geotextile 2000g/m2 m2 26,873 5.00 134,365.00 Drainage layer for leachate water 12,459 249,186.00 3.2.5 m3 20.00 0.51m 3.2.6 Geogrid m2 26,873 3.50 94,055.50 Subtotal 3.2. Bottom Lining 897,802.50

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Unit Cost Cost No Item Unit Quantities (€) (€) 3.3. Leachate management system 3.3.1 Leachate Collection network item 1 150,000.00 150,000.00 3.3.2 Leachate Treatment Plant (LTP) item 1 800,000.00 800,000.00 Subtotal 3.3. Leachate management system 950,000.00 3.4. Biogas management Works 3.4.1 Biogas Collection network item 1 80,000.00 80,000.00 3.4.2 Flare item 1 60,000.00 60,000.00 Subtotal 3.4. Leachate Management Works 140,000.00 3.5. Rainwater Works 3.5.1 Rainwater network item 1 100,000.00 100,000.00 Subtotal 3.5. Rainwater Works 100,000.00 3.6. Wastewater collection tank 3.6.1 Waste water collection tank item 1 60,000.00 60,000.00 Subtotal 3.6. Wastewater collection tank 60,000.00 3.7. Monitoring 3.7.1 Monitoring works item 1 150,000.00 150,000.00 3.7.2 Others item 1 20,000.0 20,000.00 Subtotal 3.7. Monitoring 170,000.00 3.8. Mobile Equipment 3.8.1 Bulldozer item 1.00 310,000.00 310,000.00 3.8.2 Compactor item 1.00 350,000.00 350,000.00 3.8.3 Backhoe Loader item 1.00 160,000.00 160,000.00 3.8.4 Tipping truck item 1.00 100,000.00 100,000.00 Subtotal 3.8. Mobile Equipment 920,000.00

3.9. Detailed Design 3.9.1 Detailed Design unit 1 100,000.00 100,000.00 Subtotal 3.9. Detailed Design 100,000.00 3.10. Trial Operation 3.10.1 Trial Operation unit 1 120,000.00 120,000.00 Subtotal 3.10. Trial Operation 120,000.00 Subtotal 3: Landfill for residues 4,852,802.50 Contingencies 353,952.23 Total 3: Landfill for residues 5,206,754.73

4. LANDFILL FOR INERTS 4.1 Earthworks 4.1.1 Excavations m3 2,400.00 10 24,000.00 4.1.2 Backfilling m3 27,300.00 8 218,400.00

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Unit Cost Cost No Item Unit Quantities (€) (€) Subtotal 4.1 Earthworks 242,400.00 4.2. Bottom Lining 4.2.1 Leveling layer of soil 0.50m m3 3,921.50 8.00 31,372.00 4.2.2 Bentonite carpet (GCL) m2 8,627.30 5.00 43,136.50 4.2.3 HDPE foil 2.5mm m2 8,627.30 7.00 60,391.10 4.2.4 Protective Geotextile 2000g/m2 m2 8,627.30 5.00 43,136.50 Drainage layer for leachate water 3,999.93 20.00 79,998.60 4.2.5 m3 0.51m 4.2.6 Geogrid m2 8,627.30 3.50 30,195.55 Subtotal 4.2. Bottom Lining 288,230.25 4.3. Leachate management system 4.3.1 Collection network item 1 30,000.00 30,000.00 Subtotal 4.3. Leachate management system 30,000.00 4.4. Rainwater works 4.4.1 Rainwater network item 1 30,000.00 30,000.00 Subtotal 4.4. Rainwater works 30,000.00 4.5 Detailed Design 4.5.1 Detailed Design unit 1 15,000.00 15,000.00 Subtotal 4.5. Detailed Design 15,000.00 4.6 Trial Operation 4.6.1 Trial Operation unit 1 10,000.00 10,000.00 Subtotal 4.6.. Trial Operation 10,000.00 Subtotal 4: Landfill for Inerts 615,630.25 Contingencies 55,406.72 Total 4: Landfill for Inerts 671,036.97

5. Infrustracture Works 5.1. Earthworks 5.1.1 General woodcutting on whole area m2 99,000.00 1.00 99,000.00 General Excavations of soft and 5.1.2 m3 210,000.00 10 2,100,000.00 hard Soil with machine 5.1.3 Embankments / compacted soil m3 190,000.00 6.00 1,140,000.00

5.1.4 Cleaning of fire safety zone m2 29,440,00 5.00 147,200.00 Subtotal 5.1: Earthworks 3,486,200.00 5.2. Buildings and Utilities 5.2.1 Weighbridge psc 2.00 30,000.00 60,000.00 5.2.2 Tire washing system psc 1.00 25,500.00 25,500.00 5.2.3 Fencing m 2,620 40.00 104,800.00 5.2.4 Entrance and auxiliary doors psc 1.00 5,000.00 5,000.00

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Unit Cost Cost No Item Unit Quantities (€) (€) 3 5.2.5 Walls (h=2m, w=0.3m) m 142.56 300,00 42,768.00

5.2.6 Weightbridge house pcs 40.00 700.00 28,000.00 5.2.7 ADMINISTRATIVE BUILDING m2 995.10 700.00 696,570.00 5.2.8 MAINTENANCE BUILDING m2 555.00 475.00 263,625.00 2 5.2.9 WASHING FACILITY (shedded area) m 260.00 400.00 104,000.00 5.2.10 Transformer stations item 1.00 180,000.00 180,000.00 5.2.11 Fire water tank item 2.00 100,000.00 200,000.00 5.2.12 Water supply network item 1.00 35,000.00 35,000.00 5.2.13 Rain water tank item 2.00 25,000.00 50,000.00 5.2.14 Wastewater tank itam 1.00 2,000.00 2,000.00 5.2.15 Sewage network item 1.00 40,000.00 40,000.00 5.2.16 Fire fighting network item 1.00 50,000.00 50,000.00 5.2.17 Electrical power supply networks item 1.00 180,000.00 180,000.00 (including energy building) 5.2.18 Scada item 1.00 150,000.00 150,000.00 5.2.19 External lighting item 1.00 100,000.00 100,000.00 5.2.20 Internal infrastructure - networks item 1.00 100.000,00 100.000,00 5.2.21 Fuel tank with pumbing stations m2 180.00 550.00 99,000.00

5.2.22 CCTV for fence and infrastructure item 1.00 60,000.00 60,000.00 5.2.23 Software Solution for digital Archive and all item 1.00 12,000.00 12,000.00 bussiness proccesses of Archive. Enables the processing of t he 5.2.23.1 documentation boxes. QR barcode lables, document scaning, search, reports, etc. Software for documentation item 1.00 16,000.00 16,000.00 5.2.23.2

5.2.23.3 Logistic system item 1.00 25,000.00 25,000.00 5.2.23.4 Web eye item 1.00 15,000.00 15,000.00 5.2.24 Oil separator Item 5.00 3,000.00 15,000.00 5.2.25 Diesel engine item 3.00 50,000.00 150,000.00 Subtotal 5.2. Buildings and Utilities 2,809,263.00 5.3. C&D waste Area 5.3.1 Gravel for C&D and Bulky area m2 2,000.00 15.00 30,000.00

5.3.2 Facilities for employees item 1.0 10,000.00 10,000.00

5.3.3 C&D mobile unit jaw crusher item 1.0 300,000.00 300,000.00 Subtotal 5.3. C&D area 340,000.00 Area for Temporary storage of 5.4. recyclable waste

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Unit Cost Cost No Item Unit Quantities (€) (€) 5.4.1 Asphalting m2 2,070.00 30.00 62,100.00 5.4.2 Rainwater tank item 1.00 25,000.00 25,000.00 5.4.3 Facilities for employees Item 1.00 10,000.00 10,000.00 5.4.4 Containers 30m3 Item 1.00 11,000.00 11,000.00 5.4.5 Containers,10m3 item 9.00 5,000.00 45,000.00 Subtotal 5.3. Recycling Yard 153,100.00 5.5. Road Works 5.5.1 Asphalted roads m2 11,650.00 30.00 349,500.00

5.5.2 Traffic signalization m 1,136.00 40.00 45,440.00

Subtotal 5.5. Road Works 394,940.00 Others (asphalted areas, green 5.6. areas, irrigation etc) 5.6.1 Others (green areas) item 1.00 20,000.00 20,000.00 Landscaping (asphalted area, 5.6.2 m2 32,100.00 30.00 963,000.00 storm water management, etc) Subtotal 5.6 Others (green areas, irrigation etc) 983,000.00 5.7. Detailed Design 5.7.1 Detailed Design unit 1.00 203,000.00 203,000.00 Subtotal 5.7. Detailed Design 203,000.00 Subtotal 5: Infrustracture Works 8,369,503.00

Contingencies 726,255.27

Total 5: Infrustracture Works 9,095,758.27

GRAND TOTAL (1-5) 36,743,429.23 with contigencies

9.7.1.2 Operating Cost The operating cost has been calculated for each waste treatment component: i.e. mechanical sorting plant, biological plant, landfill, infrastructure works, landfill for inerts. Within each element the cost is divided in fixed and variable cost in order to achieve a better projection and differentiation of growth rates.

✓ Fixed Cost: The fixed cost comprises labour (worker skilled/unskilled, driver, engineers/chemists/supervisors), maintenance, administrative cost, insurance, control and monitoring. All elements of the total fixed cost are projected flat. ✓ Variable cost: The variable cost evolves mainly with each tone of waste, e.g. fuel cost and energy. Variable cost is assumed to remain flat.

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For the calculation of the operational cost of the various waste management facilities, the following cost categories have been considered:

Maintenance costs: The annual maintenance cost for all facilities is calculated based on a certain percentage of the investment cost, which is assumed: ✓ 4% for mechanical sorting and biological treatment ✓ 2% for landfill and landfill for inerts ✓ 1% for infrastructure

Labour cost: The labour costs have been calculated based on typical salaries for different staff categories, including in the various insurances, taxes, employers’ contribution, etc.

Table 9-31: Assumption for labour cost Mechanical Biological Infrastructure CATEGORY Landfill Treatment Treatment Works WORKER 14 0 0 3 UNSKILLED WORKER 4 7 5 8 SKILLED ENGINEERS/ 3 1 1 - CHEMISTS/ SUPERVISORS

Energy – Fuel: Electricity and fuel is needed for the operation of the mechanical separation, biological treatment, the landfills, as well as for the infrastructure facilities. The unit consumption factors have been adopted by the Consultant’s experience from supervision of similar facilities and projects.

Table 9-32: Assumption for Fuel & Energy consumptions Energy Fuel (KWh/t) (l/t) @ (1,07EUR/l) @ 0,12 EUR/KWh Mechanical treatment 30,00 2,00 Biological treatment 50,00 (Anaerobic digestion) 0.10 (Anaerobic digestion) 15(biostabilisation) 1.0(biostabilisation) Landfill 15,00 5,00 Infrastructure works 40.000 kWh/year 3.000 l/year

The cost of kWh was taken equal to 0.12 € (Source of data: Eurostat). The cost of diesel fuel was taken equal to 1.2 € per litre (Source of data: Europe Portal Energy https://www.energy.eu/fuelprices/).

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Monitoring: For the necessary environmental monitoring (noise, dust, odours etc) at work/ perimeter of the site and ensuring product quality are adopted the following annual cost: Table 9-33: Monitoring Cost Monitoring Cost €/year Mechanical 40,000 treatment Biological treatment 50,000 Landfill of residual 50,000 Landfill of inert 20,000

Aftercare/Insurance: The aftercare/insurance cost has been calculated as a given percentage of the investment cost, i.e. 0.70% of investment cost. RDF transportation & disposal cost: The cost for transportation and disposal of RDF has been taken as 30€/t according to the data provided by the beneficiary.

Cost for Structural material: The cost for structural material has been taken as 50€/t and the transportation cost has been taken as 40€/t according to the data provided by the beneficiary. Compensation fee: The compensation fee is an obligation from the national legislation OG 59/06, 109/12 “Regulation on criteria, procedure and method of identification of the compensation amount to the real estate owners and to the local self-government units.”.

The average operating cost from operation during the period 2023-2047, is presented in the following table:

Table 9-34: Average Annual Operating Cost for period 2023-2047 OPERATING COST €/year) €/t (Average 2023-2047) (Average 2023-2047) Mechanical Separation 1.128.096 38.595 Biological Treatment 709.512 18.907 Biological Treatment of 591.873 9.271 presorted organic waste Residual Landfill 418.746 15.317 Landfill for inerts 48.800 2.250 Infrastructure works 316.770 38.595 Other Costs 481.263 - 1. RDF transportation & disposal cost and 2. Cost for structural material (supply and transportation cost) 3. Compensation fee TOTAL COST 3.695.058 95,74

The figure shows the estimated operating cost of each unit, in EUR.

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Figure 9-22: Average Operating Cost of each treatment unit

9.7.1.3 Revenues Potential revenues from the operation of WMC include i) sale of recyclables & products and ii) savings due to own consumption of electricity produced from anaerobic digestion, and iii)sales of electricity fed to grid. Τhe unit revenues were taken from current market prices (for example from dedicated websites such as http://www.letsrecycle.com). Revenues from sales of recyclables and energy

Table 9-35: Market prices of recyclables for the year 2014 PLASTIC BOTTLES MIXED GLASS MIXED PAPER CARDBOARD Aluminum (MIXED) Low High Low High Low High Low High Low High £ per 2 15 55 108 56 62 76 81 668 711 tonne € per 2,7 20 73 145 74 83 102 109 894 953 tonne (Source: http://www.letsrecycle.com/prices/glass/glass-prices)

Moreover it has been taken into consideration the cross contaminations of recyclables resulting in lower quality since there are recovered from mixed municipal waste. Thus, the market values of recyclables that they have been used at the following calculations are shown in the following table.

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Table 9-36: Market value of recyclables and energy Sell prices for recyclables and products Al 600 €/t Fe 140 €/t Plastics 27.5 €/t Paper/Cardboard 10€/t Glass 0€/t

The produced electricity from anaerobic digestion will cover a part of the energy needs of the plant. The energy balance is shown in the table below.

Table 9-37: Energy Balance kWh/year Electrical consumption (Average 2020-2044) Mechanical separation 1,157,848 Biological treatment 1,180,360 Landfill for residues 229,753 Landfill for inerts 33,750 Insfrastructure works 40,000 Total consumption 2,641,711

Eel from Anaerobic Digestion 1,663,826

The revenues from operation during the period 2023-2047 is presented in the following table:

Table 9-38: Annual Revenues for the period 2023-2047 Revenues from Revenues - Revenues – electrical energy Total Revenues, (€/y) Year user fees sale of recyclables (own consumption) (€/y) (€/y) (€/y) 2023 9.416.593 1.237.718 191.987 10.846.298 2024 9.517.687 1.242.192 192.681 10.952.560 2025 9.620.058 1.246.670 193.375 11.060.103 2026 9.723.724 1.251.151 194.071 11.168.945 2027 9.828.703 1.255.635 194.766 11.279.105 2028 9.935.013 1.260.123 195.462 11.390.599 2029 10.119.840 1.264.615 196.159 11.580.614 2030 10.477.837 1.269.110 196.856 11.943.804 2031 10.826.286 1.273.609 197.554 12.297.449 2032 10.940.331 1.277.385 198.140 12.415.855 2033 11.311.235 1.281.167 198.726 12.791.128 2034 11.688.068 1.284.956 199.314 13.172.339 2035 12.070.916 1.288.752 199.903 13.559.571 2036 12.202.214 1.292.554 200.493 13.695.261 2037 12.335.231 1.296.363 201.084 13.832.678 2038 12.469.993 1.300.179 201.676 13.971.847

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Revenues from Revenues - Revenues – electrical energy Total Revenues, (€/y) Year user fees sale of recyclables (own consumption) (€/y) (€/y) (€/y) 2039 12.606.522 1.304.001 202.268 14.112.792 2040 12.744.843 1.307.830 202.862 14.255.536 2041 12.884.980 1.311.666 203.457 14.400.103 2042 13.018.815 1.314.686 203.926 14.537.426 2043 16.040.680 1.317.717 204.396 17.562.793 2044 16.077.721 1.320.760 204.868 17.603.348 2045 16.114.901 1.323.814 205.342 17.644.056 2046 16.152.219 1.326.880 205.817 17.684.916 2047 16.189.677 1.329.957 206.294 17.725.928 Average 12.172.563 1.287.180 199.659 13.659.402

Figure 9-23: Average Revenues

Revenues from collection companies

The estimated revenues from collection companies, year 2013, in DNC are presented in the following table. (source: Questionnaires)

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Table 9-39: Revenues from collection companies, year 2013 Revenues 2013

HH Commercial other user fees Foreign Others Total grant/aid €/Y €/t €/cap €/Y €/t €/Y €/t €/Y €/Y €/Y €/Y €/t

Cistoca d.o.o. 981,313 55 23 983,809 179 1,977,217 243 71,022 186,405 4,199,768 134 Dubrovnik Cistoca Metkovic 344,777 61 20 353,331 203 202,883 1,146 972 43,434 945,397 125 d.o.o. Komunalno 432,882 160 43 246,199 294 679,080 120 odrzavanje d.o.o.

EKO d.o.o. 63,727 48 18 79,200 194 17,178 160,105 93

Komunalac d.o.o. 13,702 50 18 35,146 414 1,317 8,242 58,407 162 Lastovo Komunalno Mljet 19,669 92 18 70,808 1,075 31,470 121,948 437 d.o.o. KOMUNALAC 45,177 60 23 20,565 88 7,329 12 14,877 87,948 56 SLIVNO d.o.o.

KRUBLIC d.o.o. 15,070 149 16 10,097 324 2,229 27,396 208

Kumunalno 69,982 398 97 20,259 373 90,241 392 Trpanj d.o.o. KOMUNALNE 79,340 53 19 139,673 303 14,973 2,917 236,902 121 DJELATNOSTI D.O.O. 2,065,640 68 25 1,959,087 208 2,223,125 249.51 74,911 8,241 276,187 6,607,192 130

9.7.2 Transfer Stations 9.7.2.1 Investment Cost of Transfer Stations The investment cost in terms of both infrastructure and mobile equipment (transfer trucks and containers) are presented in the following Table. The detailed investment cost that is presented in the following table does not include VAT.

Table 9-40: CAPEX per TS (€)

Unit Cost Cost Unit Quantities No (€) (€) 1. TS METKOVIC 1.1 Civil works Site expenditures (fence, gate, 1.1.1 item 1 200,000.00 200,000.00 water/electricity supply, etc) 1.1.2 Asphalt areas and roads item 1 108,000.00 108,000.00 1.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 1.1.4 Waste loading equipment item 1 275,000.00 275,000.00 1.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 1.1 Civil Works 633,000.00 1.2 Mobile Equipment 1.2.1 Semitrailers item 3 100,000 300,000 1.2.2 Tractors item 1 80,000 80,000

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Unit Cost Cost Unit Quantities No (€) (€) 1.2.3 Truck with hook lift items 1 130,000 130,000 1.2.4 Containers 32 m³ items 2 4,000 8,000 Subtotal 1.2 Mobile Equipment 518,000.00 1.3 Detailed Design 1.3.1 Detailed Design item 1 24,166.67 24,166.67 Subtotal 1.3 Detailed Design 24,166.67 1.4 Trial Operation 1.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 1.4 Trial Operation 26,666.67 Subtotal 1. TS METKOVIC 1,201,833.33 Contingencies 61,545.00 Total 1. TS METKOVIC 1,263,378.33 2 TS JANJINA 2.1 Civil works Site expenditures (fence, gate, 2.1.1 item 1 136,000.00 136,000.00 water/electricity supply, etc) 2.1.2 Asphalt areas and roads item 1 69,750.00 69,750.00 2.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 2.1.4 Waste loading equipment item 1 275,000.00 275,000.00 2.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 2.1 Civil Works 530,750.00 2.2 Mobile Equipment 2.2.1 Semitrailers item 2 100.000,00 200.000,00 2.2.2 Tractors item 1 80.000,00 80.000,00 Subtotal 2.2 Mobile Equipment 280,000.00 2.3 Detailed Design 2.3.1 Detailed Design item 1 24,166.67 24,166.67 Subtotal 2.3 Detailed Design 24,166.67 2.4 Trial Operation 2.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 2.4 Trial Operation 26,666.67 Subtotal 2. TS JANJINA 861,583.33 Contingencies 52,342.50 Total 2. TS JANJINA 913,925.83

3 TS SITNICA 3.1 Civil Works Site expenditures (fence, gate, 3.1.1 item 1 136,000.00 136,000.00 water/electricity supply, etc) 3.1.2 Asphalt areas and roads item 1 60,270.00 60,270.00 3.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 3.1.4 Waste loading equipment item 1 275,000.00 275,000.00

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Unit Cost Cost Unit Quantities No (€) (€) 3.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 3.1 Civil Works 521,270.00 3.2 Mobile Equipment 3.2.1 Semitrailers item 2 100.000,00 200.000,00 3.2.2 Tractors item 1 80.000,00 80.000,00 Subtotal 3.2 Mobile Equipment 280,000.00 3.3 Detailed Design 3.3.1 Detailed Design item 1 24,166.67 24,166.67 Subtotal 3.3 Detailed Design 24,166.67 3.4 Trial Operation 3.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 3.4 Trial Operation 26,666.67 Subtotal 3 TS SITNICA 852,103.33 Contingencies 51,489.30 Total 3 TS SITNICA 903,592.63

4 TS LASTOVO 4.1 Civil Works Site expenditures (fence, gate, 4.1.1 item 1 66,000.00 66,000.00 water/electricity supply, etc) 4.1.2 Asphalt areas and roads item 1 65,160.00 65,160.00 4.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 4.1.4 Waste loading equipment item 1 275,000.00 275,000.00 4.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 4.1 Civil Works 456,160.00 4.2 Mobile Equipment 4.2.1 Semitrailers item 2 100.000,00 200.000,00 4.2.2 Tractors item 1 80.000,00 80.000,00 Subtotal 4.2 Mobile Equipment 280,000.00 4.3 Detailed Design 4.3.1 Detailed Design item 1 24,166.67 24,166.67 Subtotal 4.3 Detailed Design 24,166.67 4.4 Trial Operation 4.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 4.4 Trial Operation 26,666.67 Subtotal 4. TS LASTOVO 786,993.33 Contingencies 45,629.40 Total 3 TS LASTOVO 832,622.73

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Unit Cost Cost Unit Quantities No (€) (€) 5 TS MLJET 5.1 Civil Works Site expenditures (fence, gate, 5.1.1 item 1 66,000.00 66,000.00 water/electricity supply, etc) 5.1.2 Asphalt areas and roads item 1 95,610.00 95,610.00 5.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 5.1.4 Waste loading equipment item 1 275,000.00 275,000.00 5.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 5.1 Civil Works 486,160.00 5.2 Mobile Equipment 5.2.1 Semitrailers item 2 100.000,00 200.000,00 5.2.2 Tractors item 1 80.000,00 80.000,00 Subtotal 5.2 Mobile Equipment 280,000.00 5.3 Detailed Design 5.3.1 Detailed Design item 1 24,166.67 24,166.67 Subtotal 5.3 Detailed Design 24,166.67 5.4 Trial Operation 5.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 5.4 Trial Operation 26,666.67 Subtotal 5. TS MLJET 817,443.33 Contingencies 48,369.90 Total 5. TS MLJET 865,813.23

6 TS DUBROVNIK 6.1 Civil Works Site expenditures (fence, gate, 6.1.1 item 1 416,000.00 416,000.00 water/electricity supply, etc) 6.1.2 Asphalt areas and roads item 1 71,500.00 71,500.00 6.1.3 Container for personnel (27m2) item 1 15,000.00 15,000.00 6.1.4 Waste loading equipment item 2 275,000.00 550,000.00 6.1.5 Weighbridge item 1 35,000.00 35,000.00 Subtotal 6.1 Civil Works 1,087,500.00 6.2 Mobile Equipment 6.2.1 Semitrailers item 4 100.000,00 400.000,00 6.2.2 Tractors item 2 80.000,00 160.000,00 6.2.3 Truck with hook lift items 1 130.000 130.000,00 6.2.4 Containers 32 m³ items 2 4.000 8.000,00 Subtotal 6.2 Mobile Equipment 698,000.00 6.3 Detailed Design 6.3.1 Detailed Design item 1 24,166.67 24,166.67

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Unit Cost Cost Unit Quantities No (€) (€) Subtotal 6.3 Detailed Design 24,166.67 6.4 Trial Operation 6.4.1 Trial Operation unit 1 26,666.67 26,666.67 Subtotal 6.4 Trial Operation 26,666.67

Subtotal 6. TS DUBROVNIK 1,836,333.33 Contingencies 102,450.00 Total 6. TS DUBROVNIK 1,938,783.33 Grand total (1-6) 6,718,116.10

9.7.2.2 Operating Cost of Transfer Stations The following table presents the operating cost for the transport of waste from each Transfer Station to WMC. The calculations for this operating cost have been based on the assumptions that transfer takes place 5 days/week or 260 days/year through press containers of 20 t. Table 9-41: OPEX per TS (€/t), (t/a, average 2023-2047) Waste quantities that must be Transfer Stations Transfer to Unit Cost (€/t) Total Cost (€/a) transferred (t/a) TS of Metkovic WMC 6,131 14.38 88,155 TS of Janjina WMC 4,470 12.71 56,826 TS of Sitnica WMC 1,709 52.84 90,272 TS of Lastovo WMC 141 314.85 44,263 TS of Mljet WMC 127 344.45 43,581 TS of Dubrovnik WMC 12.975 9.34 121,155 Direct to WMC WMC 1.912 56.25 76,690 TOTAL 27,464 19 520,941

9.7.3 Collection equipment 9.7.3.1 Investment Cost of Collection equipment The table below presents the overall investment cost for additional collection equipment required (bins and trucks). The investment cost of collection equipment which presented in the following table is a non eligible cost.

Table 9-42: Investment Cost for collection equipment without VAT Unit Cost Total Cost Quantities (€/item) (€) (1) (2) (3)=(1)*(2) Collection Bins 1,1m3 Collection Bins for Mixed Waste (1.1m3) 68 220 14,960 Collection Bins for Paper (1.1m3) 1,324 220 291,280 Collection Bins for Glass (1.1m3) 154 220 33,880 Collection Bins for Plastic (1.1m3) 3,661 220 805,420

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Unit Cost Total Cost Quantities (€/item) (€) (1) (2) (3)=(1)*(2) Collection Bins for Metal (1.1m3) 1,508 220 331,760

Bins for Source Separated Biodegradable 387 220 85,140 Waste (1.1 m3)

Subtotal 1: Collection Bins 1,562,440 Collection trucks Trucks 16m3 for recyclables collection 8 140,000 1,120,000 Trucks 12m3 for source separated 1 110,000 110,000 organic waste Trucks 16m3 for source separated 2 140,000 280,000 organic waste

Trucks 16m3 for mixed waste 4 140,000 560,000 Subtotal 2: Collection Trucks 2,070,000 Subtotal Cost for purchased collection - - 3,632,440 equipment (€) Contingencies s 140,620 Total Cost for purchased collection 3,773,060 equipment (€)

9.7.3.2 Operating Cost of collection In order to calculate the operational collection cost from the collection companies in Dubrovnik- Neretva County for year 2013, information from questionnaires that provided in collection companies from the consultant and data from Croatian Environment Agercy were taken. The following table provides the collection companies which completed questionnaires, the municipalities which served and the total waste that collect for year 2013.

Table 9-43: Collection companies that completed questionnaires for DNC Quantities (t)

Total (HH& HH Commercial Other Authority Served Municipalities Population COMMERCIAL) (76.4%) (23.6%) waste t/year t/year t/year t/year

CISTOCA d.o.o. Dubrovnik Dubrovnik 42,546 23,258.15 17,769.23 5,488.92 8,141 Dubrovacko primorje 2,156 887.80 678.28 209.52 Cistoca Metkovic d.o.o. Metkovic 16,891 7,386.36 5,643.18 1,743.18 177 Komunalno odrzavanje d.o.o. Ploce 10,079 3,547.04 2,709.94 837.10 2,123.13 EKO d.o.o. Blato 3,575 1,730.38 1,322.01 408.37 Komunalac d.o.o. Lastovo Lastovo 780 360.00 275.04 84.96 Komunalno Mljet d.o.o. Mljet 1,079 279.00 213.16 65.84 Gradska čistoća i usluge d.o.o. Pojezerje 991 384.00 293.38 90.62 KOMUNALAC SLIVNO d.o.o. Slivno 1,993 990.00 756.36 233.64 581.97 KRUBLIC d.o.o. Smokvica 916 132.00 100.85 31.15

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Quantities (t) Total (HH& HH Commercial Other Authority Served Municipalities Population COMMERCIAL) (76.4%) (23.6%) waste t/year t/year t/year t/year

Opcina Ston Ston 2,405 3,240.00 2,475.36 764.64 Komunalno Trpanj d.o.o. Trpanj 725 230.00 175.72 54.28 KTD Hober d.o.o. Korcula 5,621 3,562.01 2,721.38 840.63 KOMUNALNE DJELATNOSTI Vela Luka 4,121 1,955.89 1,494.30 461.59 d.o.o. Čistoća i zelenilo Konavle d.o.o. Konavle 8,552 4,883.19 3,730.76 1,152.43 TOTAL 102,430 52,825.82 40,358.93 12,466.89 11,033 Source: (1) CEA year 2013,(2) IZVJEŠĆE O OBAVLJENOJ REVIZIJI GOSPODARENJE OTPADOM NA PODRUČJU DUBROVAČKO-NERETVANSKE ŽUPANIJE, Dubrovnik, listopad 2014, (3) Questionnaires

The operational collection costs from the Cistoca Dubrovnik d.o.o. collection company for year 2013 are presented in the following table. This table presents: Collection cost for Residual waste Collection cost for Recyclables Total Disposal Cost At this point it should be mentioned that Cistoca d.o.o. Dubrovnik is the company which collects most of the waste of Dubronvik-Neretva County and also is the company which properly completed the questionnaire. For these reasons in the following table we present data only for Cistoca d.o.o. Dubrovnik, data which used in Cost Benefit Analysis that presented in Chapter 11.

Table 9-44: Operational cost, Cistoca d.o.o. Dubrovnik Operating Cost Collection cost for Collection cost for Total Collection cost Cost for treatment of Disposal recyclables residual waste recyclables EUR/Y EUR/ton EUR/Y EUR/ton EUR/Y EUR/ton EUR/Y EUR/ton EUR/Y EUR/ton 46,025 30 1,651,406 55 1,697,431 54 47,337 31 494,534* 16 *Note: This cost respresents the cost for D1 code disposal operation (disposal on landfill)

9.7.3.3 Operating Cost of direct transportation to WMC The transportation cost for Towns/Municipalities that will transfer their waste directly to WMC, included in the par. 9.7.2.2 - Operating Cost of Transfer Stations.

9.7.3.4 Operating cost of sorting plants The investment cost for the three (3) sorting plants which are under the responsibility of the municipalities estimated approx. 7,950,000 EURO.

The Sorting of Recyclables cost center includes the following cost categories per year. • Labor cost : (90 workers unskilled personnel, 12 skilled workers, 9 engineers / supervisors) 1,065,360 Euros/year; • Maintenance cost : 318,031 Euros / Year; • Monitoring cost : 30,000 Euros / Year; • Insurance cost : 55,655 Euros / Year; • Administrative cost : 213,072 Euros / Year.

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The average quantity of shorted waste (avg. 31,803 t/ year for the operation period) was the base of the calculation of the pure variable cost categories such as energy and fuel costs. The cost of energy estimated in average 76,328 Euros / year and the cost of fuel 76,328 Euros / year.

In summary the table below illustrates the data mentioned above.

Table 9-45: Sorting of Recyclables - Operating cost basic assumptions SORTING OF RECYCLABLES Calculation of average annual

(3MRFs) costs LABOUR Cost category (fixed/variable) EUR/yr CATEGORY No EUR/year Insurance & Monitoring (fixed) 85,655 WORKER UNSKILLED 90 8,000 Labour (fixed) 1,065,360 DRIVER / HANDLER 6 13,780 Maintenance (fixed) 318,031 WORKER SKILLED 6 13,780 Energy for … t/year TECHNICIAN 3 20,000 waste (variable) 31.803 76,328 SUPERVISOR 3 20,000 = EUR per t 2,40 CHIEF ENGINEER 3 20,000 Fuel for … t/year waste (variable) 31.803 76,328 MAINTENANCE 318,031 Euro/yr = EUR per t 2,4 % of investment cost 4.0% Administrative cost 213,072 KWh/t @ 0.12 (fixed) ENERGY 20 EUR Total EUR 1,834,774 INSURANCE 55,655 Euro/yr Total Euro 1,834,774 FUEL 2,0 l/t @ 1.2 EUR Total EUR/t 57.69 ADMIN. COST 213,072 Euro/yr Total Euro/t 57.69 ADMIN. COST 20,0%

MONITORING 30,000 Euro/yr

9.7.3.5 Operating cost of Composting plants The investment cost for the four (4) composting plants which are under the responsibility of the municipalities estimated approx. 2,560,000 EURO. The BIOLOGICAL TREATMENT OF PRESORTED ΒΙΟWASTE IN LSGU (4 composting units) includes the following cost categories per year. • Labor cost : (8 workers unskilled personnel, 16 skilled workers, 4 engineers / supervisors) 364,480 Euros/year; • Maintenance cost : 95,051 Euros / Year; • Monitoring cost : 15,000 Euros / Year; • Insurance cost : 16,634 Euros / Year; • Administrative cost : 72,896 Euros / Year.

The average quantity of shorted waste (avg. 9,217 t/ year for the operation period) was the base of the calculation of the pure variable cost categories such as energy and fuel costs. The cost of energy estimated in average 16,687 Euros / year and the cost of fuel 11,125 Euros / year.

In summary the table below illustrates the data mentioned above.

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Table 9-46: Biological Treatment of presorted biowaste in LSGU (4 composting units)-Operating cot basic assumptions Calculation of average annual BIOLOGICAL TREATMENT OF PRESORTED ΒΙΟWASTE IN LSGU (4 composting units) costs LABOUR Cost category (fixed/variable) EUR/yr Insurance & Monitoring (fixed) 31,634 CATEGORY No EUR/year Labour (fixed) 364,480 WORKER UNSKILLED 8 8,000 Maintenance (fixed) 95,051 DRIVER / HANDLER 8 13,780

WORKER SKILLED 8 13,780 Energy for … t/year TECHNICIAN 0 20,000 waste (variable) 9.217 16,687 SUPERVISOR 0 20,000 = EUR per t 1.80

CHIEF ENGINEER 4 20,000 Fuel for … t/year waste (variable) 9.217 11,125 MAINTENANCE 95,051 Euro/yr = EUR per t 1.20 Administrative cost % of investment cost 4.0% 72,896 (fixed) KWh/t @ 0.12 ENERGY 15 EUR Total EUR 591,873

INSURANCE 16.634 Euro/yr Total Euro 591,873

FUEL 2.0 l/t @ 1.20 EUR Total EUR/t 63.84 ADMIN. COST 72.896 Euro/yr Total Euro/t 63.84

ADMIN. COST 20,0%

MONITORING 15,000 Euro/yr

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9.7.4 Other Investment cost The table below presents the investment cost for the construction of access road.

Table 9-47: Investment Cost for Access Roads without VAT Unit Cost Total Cost Eligible / Non Eligible Unit Quantities (€/item) (€) 1 Access Road

1.1 Access Road of WMC item 1 400.000 400.000 Eligible Access Road of WMC (improvements of existing 1.2 item 1 3.500.000 3.500.000 Non Eligible road network leading to WMC) Subtotal Access Road 3.900.000 36.000 € Eligible Contingencies 351.000 315.000 € Non Eligible Total Access Road 4.251.000

The table below presents the investment cost of the public utilities.

Table 9-48: Investment Cost for Public Utilities without VAT Unit Cost Total Cost Eligible / Non Eligible Unit Quantities (€/item) (€) 1 Public Utilities Connection to Electrical 1.1 item 1 855.000 855.000 Eligible Grid in WMC Connection to water supply 1.2 item 1 675.000 675.000 Eligible system in WMC Communal Contribution for 1.3 item 1 3.350.000 3.350.000 Eligible WMC Communal and water 1.4 contribution for Transfer item 6 12.500 75.000 Eligible stations Total Public Utilities 4.955.000

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The table below presents the investment cost for the intangible components.

Table 9-49: Investment Cost for Intangible components without VAT Unit Cost Total Cost Eligible / Non Eligible Unit Quantities (€/item) (€) 1 Intangible Components

1.1 Planning and design fees item 1 1.200.000 1.200.000 Non Eligible Project Management 1.2 Support (Technical item 1 1.000.000 1.000.000 Eligible Assistance of Works) Construction Supervision 1.3 item 1 1.300.000 1.300.000 Eligible WMC Construction Supervision of 6 1.4 item 1 500.000 500.000 Eligible Transfer Stations 1.4 Publicity item 1 300.000 300.000 Eligible

1.5 Beneficiary Support Item 1 677.225 677.225 Eligible

Total Public Utilities 4.977.225

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