PA/03125/18 - 27a - Valid - MARIE LOUISE ZAMMIT - on behalf of Environment and Resources Authority - 11/5/18 12:17:04 PM 27a

Project Description Report and Works Method Statement for a Proposed Ferry Landing Site in Bormla

as per ERA requirements for the Planning Permit (TRK/00203558)

Technical Report AIS REF. NO: ENV332592/326 CLIENT REF. NO: TRK/00203558 SECOND VERSION Publication Date

25 April 2018

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DOCUMENT REVISION HISTORY

Date Revision Comments Authors/Contributors

12/03/2018 1.0 First Version Siân Pledger Sacha Dunlop Ing Mario Schembri 04/04/2018 1.2 First Version Siân Pledger Sacha Dunlop Ing Mario Schembri 25/04/2018 2.0 Second Version Siân Pledger Sacha Dunlop Ing Mario Schembri

AMENDMENT RECORD

Approval Level Name Signature

Internal Check Sacha Dunlop

Internal Approval Mario Schembri

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DISCLAIMER

This report has been prepared by AIS Environment Limited with all reasonable skill, care and diligence, and taking account of the manpower and resources devoted to it by agreement with the client. Information reported herein is based on the interpretation of data collected and has been accepted in good faith as being accurate and valid. This report is for the exclusive use of Transport ; no warranties or guarantees are expressed or should be inferred by any third parties. This report may not be relied upon by other parties without written consent from AIS Environment Limited. AIS Environment Limited disclaims any responsibility to the client and others in respect of any matters outside the agreed scope of the work.

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Table of Contents

1.0 Introduction ...... 1

2.0 Details of person/s wishing to carry out development ...... 2

3.0 Description of the Project and its General Objectives ...... 3 3.1 Bormla ...... 3 3.2 Scheme Site and Immediate Surroundings ...... 4 3.2.1 Proposed development ...... 4 3.3 Project justification ...... 4

4.0 Indication of the Proposed Timing of the Project and Why its Timing is Preferred .... 6

5.0 The Location of the Scheme with Site Boundaries Shown ...... 7

6.0 Alternative Uses, Technologies and Locations for the Scheme ...... 9

7.0 Physical Characteristics ...... 13 7.1 Size, scale and design ...... 13 7.1.1 Under Deck Structure ...... 13 7.1.2 Ground Level ...... 13 7.1.3 Roof Level ...... 13 7.2 Phasing ...... 19 7.2.1 Number of Employees ...... 19

8.0 Land Uses & Environmental Characteristics ...... 20 8.1 Land Uses ...... 20 8.2 Geology, Geomorphology and Hydrology...... 27 8.2.1 Geology & Geomorphology ...... 27 8.2.2 Hydrology ...... 27 8.3 Cultural Heritage ...... 33 8.4 Ecology ...... 33

9.0 Services Available on Site ...... 34 9.1 Energy and Water ...... 34 9.2 Sewage ...... 34 9.3 Surface Water Run-Off and Storm Water Drainage ...... 34

10.0 Nature and Quantities of Raw Material, Energy, Waste and Machinery Used ..... 35 10.1 Raw Materials ...... 35 10.1.1 Construction Phase ...... 35 Page | iii

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10.1.2 Operational Phase ...... 35 10.2 Energy ...... 35 10.2.1 Construction Phase ...... 35 10.2.2 Operational Phase ...... 36 10.3 Machinery ...... 36 10.3.1 Construction Phase ...... 36 10.3.2 Operational Phase ...... 36 10.4 Waste ...... 36 10.4.1 Construction Phase ...... 36 10.4.2 Operational Phase ...... 36

11.0 Access and Parking Requirements ...... 37 11.1 Access ...... 37 11.1.1 Construction Phase ...... 37 11.1.2 Operational Phase ...... 37 11.2 Parking ...... 37 11.2.1 Construction Phase ...... 37 11.2.2 Operational Phase ...... 37

12.0 Major Environmental Impacts and Mitigation Measures ...... 39

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Table of Figures

Figure 1: Photo of the proposed scheme site, parallel Fuq San L-Inkurunazzjoni (taken on 6th February, 2018) ...... 4

Figure 2: Map showing the location of Bormla () within the Maltese islands (Source: Google Earth, 2017) ...... 7

Figure 3: Map showing the location of Dock 1 within Bormla (Source: Goole Earth, 2017) .. 7

Figure 4: Site map for the proposed development ...... 8

Figure 5: Area policy map for Cospicu (Bormla). Area highlighted in light blue has a development brief (Source: GHLP) ...... 11

Figure 6: Transport strategy map for Cospicua (Bormla) (Source: GHLP) ...... 12

Figure 7: Site Plan for the under deck structure of the proposed development ...... 14

Figure 8: Site plan for cross-section view of Section AA of the proposed development ..... 15

Figure 9: Site Plan for the ground level of the proposed development ...... 16

Figure 10: Site plan for the roof level of the proposed development ...... 17

Figure 11: Proposed elevations of the development ...... 18

Figure 12: Private boats, East side Dock 1 (taken on 6th February, 2018) ...... 21

Figure 13: Abandoned buildings on the opposite side of the creek, West side of Dock 1 (6th February, 2018) ...... 21

Figure 14: Building in the final stages of construction with a planted area and viewing platform above, East side of Dock 1 (6th February, 2018) ...... 22

Figure 15: St Theresa Church, Triq Dom Mintoff (taken on 6th February, 2018) ...... 22

Figure 16: Dockside with planted area, East side of Dock 1 (taken on 6th February, 2018) . 23

Figure 17: Temporary structure being used of the ferry landing site, East side of Dock 1 (6th February, 2018) ...... 23

Figure 18: Road lined with car and bicycle parking provisions, Triq Dom Mintoff (6th February, 2018) ...... 24

Figure 19: Commercial outlets with residential property above, Triq Dom Mintoff (6th February, 2018) ...... 24

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Figure 20: Stepped pedestrian street, located off Triq Dom Mintoff (6th February, 2018) .. 25

Figure 21: Building under-going significant construction works, Triq Dom Mintoff (6th February, 2018) ...... 25

Figure 22: Land use map within a 100m buffer zone ...... 26

Figure 23: Geology map for the area surrounding the proposed development ...... 28

Figure 24: Map for the soil types of the area surrounding the proposed development ..... 29

Figure 25: Preliminary identification of bodies of groundwater within the Maltese Water Catchment District (Source: Malta Resources Authority) ...... 30

Figure 26: Level and depth of Maltese coastal water bodies (Source: 2nd Water Catchment Management Plan) ...... 31

Figure 27: Map highlighting the urban waste water directive designated nutrient sensitive area in the water of the Dock 1 (Source: The 2nd Water Catchment Management Plan) .... 32

Figure 28: Plan of the proposed access arrangements for the proposed development ...... 38

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Table of Tables

Table 1: Quantities of raw materials required for the construction phase of the proposed development ...... 35

Table 2: Quantities of machinery required for the construction phase of the proposed development ...... 36

Table 3: Quantities of waste expected to be generated during the construction phase of the proposed development ...... 36

Table 4: Potential impacts and their mitigation measures ...... 39

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1.0 Introduction

Mr. James Piscopo on behalf of Transport Malta filed a full development application (TRK/00203558) for the construction of a ferry landing site terminal in Dock 1, Bormla. AIS Environment Ltd (AIS) has been commissioned by Transport Malta (henceforth referred to as the Appliat to prepare a Projet Desriptio Report to pre-validate the impacts expected from this proposed development (henceforth referred to as the scheme.

The Project Description Report is a detailed report requested by ERA to provide the necessary information for screening in the Environmental Impact Assessment (EIA) process and is aimed to describe the scheme, the site of the development and its surroundings, and planned activities during the construction and operational phases of the development with an indication of the main environmental impacts expected.

Through the Project Description Report, ERA will be able to establish whether the planning application requires an EIA or not. Should an EIA be required, the Project Description Report will also enable ERA to determine whether an Environmental Impact Statement (EIS) or an Environmental Planning Statement (EPS) is needed.

This Project Description Report has been prepared and structured in accordance S.L. 549.46 (Environmental Impact Assessment Regulations, 2017).

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2.0 Details of person/s wishing to carry out development

The scheme has been submitted by James Piscopo (TM Executive Chairman) on behalf of Transport Malta.

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3.0 Description of the Project and its General Objectives

3.1 Bormla Bormla, otherwise known as Cospicua, is a small city located in the South of the Grand Harbour area opposite . It is located between Isla () to the West and (Vittoriosa) to the East. Together these three cities make up what is known as The Three Cities. Bormla is the largest of these three cities, with a population of 5,249 in 2011.1

Bormla is characterised by two natural creeks. Both of these creeks were originally developed into dock yards by the by the Knights of St John.2 Over the years both of the dock yards have under gone many troubled times and consequently changes. The dock yards, especially Dock 1, were heavily utilised by the British during the war years to repair their military vessels.3 During the war both of the dock yard areas were heavily damaged and have since struggled to thrive. This is reflected in the areas drastically decreasing population figures.1

However, in recent years both of the dock yard areas have undergone significant change. The largest of the dockyards used to be operated by Malta Shipyards Ltd., but in 2010 the facilities were taken over by Palumbo Malta Shipyard Ltd.4 It is now known as Docks 2, 3, 4, 5, 6, 7 and 8. The take-over by Palumbo Malta Shipyard Ltd. has been successful and now the ship yard is considered to be one of the top five in the Mediterranean region, making it competitive within the global context.5

Over the last few years the smaller of the two creeks, known as Dock 1, has been undergoing a large renovation project to transform it into a high class marina with a pedestrian friendly promenade. This marina connects to the already redeveloped marina of Birgu. It is also home to the newly built American University. A combination of these redevelopment projects is expected to bring people, both tourists and locals, back into the area. The increased numbers of people will have a domino effect upon other local businesses in the area.

Like all of The Three Cities, Bormla is surrounded by very impressive city walls and fortifications which were built during the time of the Knights of St John. Away from the water front and into the city, Bormla hosts a number of cultural sites which attract tourists to the area. These include the Collegiate Church of the Immaculate Conception, the war eorial, St Heles Gate as well as the quaint characteristic Maltese streets.

1 www.citypopulation.de (2017) https://goo.gl/EsPMww 2 www.malta.com (2011) https://goo.gl/qnPidu 3 Malta Tourism Authority (2013) https://goo.gl/zSanns 4 Malta Shipyards Ltd. (2018) https://goo.gl/2EUL2Z 5 Malta Winds (2016) https://goo.gl/69wh52

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3.2 Scheme Site and Immediate Surroundings The proposed location for the ferry landing site is located on the edge of Dock 1, parallel to Triq Dom Mintoff. On the opposite side of the inlet is a large abandoned building. The land section of the proposed development site is currently being used as a promenade along the water edge and as an access point to the small boats moored along the dock. The water part of the site is currently a mooring point for a number of small private vessels. Within the vicinity of the proposed development, there is already a small temporary tent structure being used for the inner harbour ferry service between Bormla and Valletta. This ferry service is currently run by Marsamxetto Steamferry Services Ltd. A photo of the proposed site, taken from the opposite side of the water way, is presented in Figure 1.

The proposed ferr ladig site deelopet is loated ithi the Cottoera Waterfrot Reial Area- Cospicua Section, as defined in the Grand Harbour Local Plan (GHLP).

Figure 1: Photo of the proposed scheme site, parallel Fuq San L-Inkurunazzjoni (taken on 6th February, 2018)

3.2.1 Proposed development The proposed development of a ferry landing site will be partly on land and partly in the water with a total area of 550 m² and a perimeter of 117.65m. The area taken up by the building on the quay side will be 515 m². The building will consist of a landing/boarding area, ticketing space, waiting area with 120 to 130 seats, priority boarding areas (one indoor and one outdoor) and operational areas. The area taken up in the marine area by the supporting infrastructure will be 134 m². It will consist of 15 reinforced concrete bored piles, reinforced concrete blocks and reinforced concrete beams. For further details on the proposed development refer to Section 7.0.

3.3 Project justification The proposed development is part of a series of projects proposed by Transport Malta that will upgrade and/or develop a number of ferry landing sites across the Maltese islands. The project seeks to develop and/or upgrade three existing ferry landing sites at ,

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Marsamxett and Bormla, and develop three new ferry landing locations at Msida/TaXie, Spinola and Buġibba.

The project seeks to address a number of objectives that improve Maltas sea public transport infrastructure and reduce air quality emissions. These include promoting the use of alternative means of public transportation, encouraging a modal shift to environmentally friendly modes of transport and providing connections between different modes of public transport.

This development is expected to help improve the marine aspect of the public transport by:

» increasing its comfort and safety; » providing appropriate facilities for the ferries; » improving the reliability and resilience of water based transport; » developing a brand image for waterborne transport; » link into real time multi-modal transport information system and » providing quick modes of transport to a number of locations.

There are also a number of benefits of the scheme that will benefit the Bormla area as a whole. The city of Bormla is undergoing various redevelopment projects which hope to bring relatively large numbers of people back to the area. The proposal of creating a permanent ferry terminal on the dock side will increase accessibility to the area, without increasing the volume of traffic on the roads. The proposed development will help fulfil two of the aims of the GHLP to .1: iproe aess ad puli trasport failities ad 5.19: eouragig tourism, especially in The Three Cities. At a saller sale ad ore speifiall the deelopet of a dgħajsa/ferry terminal with fast food cafeteria of a high standard is proposed for the Bormla area in the Grand Harbour Local Plan (GHLP). Although the proposed project schematics exclude a fast food eatery, the project does fulfil the criterion described in the GHLP.

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4.0 Indication of the Proposed Timing of the Project and Why its Timing is Preferred

Should the planning permit be approved, the development at Bormla would start in the last quarter of 2018 and be complete by the third quarter of 2019. It will consist of two main phases: infrastructural work (phase 1) and super structural work (phase 2). Phase 1 is expected to be carried out between the fourth quarter of 2018 and the second quarter of 2019. Phase 2 is expected to follow on from Phase 1 and be carried out in its entirety in the third quarter of 2019.

» Phase 1: Infrastructural work (Q4 2018 – Q2 2019) » Phase 2: Super structural work (Q3 2019)

It is projected that completion of the project as a whole, which includes the upgrade of three sites and the construction of three new sites, will be completed by Transport Malta in 2021. It is therefore, in the best interest to enable this development to begin promptly to allow the complete project to be completed on time. The Government has already requested that Transport Malta begin the upgrading of the water transport infrastructure in 2018, rather than the initially proposed 2019.

The project is currently being considered for funding from the EU as part of the Operational Programme I – European Regional Development Fund 2014 – 2020, and therefore has strict deadlines to adhere to, to satisfy the EU funding mechanisms. If the project is not successful in its quest for EU funding, it will be funded by local sources.

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5.0 The Location of the Scheme with Site Boundaries Shown

The geographical location of the scheme is in the southeast of the Maltese coast, as shown in Figure 2, Figure 3 and in greater detail in Figure 4. The GPS coordinates for the proposed development are 35°53'1.27"N, 14°31'14.23"E. The site is approximately 100 m from the bridge at the end of Dock 1.

Figure 2: Map showing the location of Bormla (Cospicua) within the Maltese islands (Source: Google Earth, 2017)

Figure 3: Map showing the location of Dock 1 within Bormla (Source: Goole Earth, 2017)

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Figure 4: Site map for the proposed development

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6.0 Alternative Uses, Technologies and Locations for the Scheme

The proposed location of the scheme at Bormla was short-listed on the basis of the following criteria:

» The existence of a ferry landing site » The development brief of the area set out in the GHLP

The site for redevelopment cannot be shifted elsewhere at Bormla water front due to navigation restrictions (turning space and clearance) within the inlet and due to the fact that the rest of the waterfront is already allocated for other activities.

The proposed site is also in a highly accessible area. From the terrestrial aspect, it is located close to a pedestrian priority area and parallel to a local access road (refer to Figure 6Figure 6). From the marine aspect, the site is also easy accessible by boat.

The area of the proposed site falls ito a zoe defied as a area ith a deelopet rief as gie i GB11 of the GHLP. It defies the area as eig Cottoera Waterfrot Reial Area – Cospiua Setio refer to Figure 5). The development brief states that the area needs to be developed to promote access to the waterfront for tourists. As previously mentioned, this policy specially refers to the development of a dgħajsa/ferry terminal. 3.3

The use of ferries to connect different locations, rather than other modes of public transport (e.g. buses), is preferred in line with the aims of the Strategic Plan for Environment and Development (SPED) (2015). Specifically the following thematic objectives:

» Environment: Thematic Objective 6 To safeguard environmental health from air and noise pollution and risks associated with use and management of heials y….promoting alternative modes of travel such as walking, cycling and waterborne travel » Climate Change: Thematic Objective 9 To otrol Greehouse gas eissios ad ehae Malta’s apaity to adapt to Cliate Chage y…..iproig puli/olletie trasport as a high priority adaptation measure for Climate Change » Travel Patterns: Thematic Objective 11 To facilitate the provision of an efficient public transport service and other gree odes y…..seekig ilusio of puli trasport, alkig ad ylig prioritisation measures in road improvement, traffic management schemes and large scale development, as well as the use of inner harbour water-based transport » Travel Patterns: Thematic Objective 12 To ensure the continuing efficient operation of the Harbours and Airport whilst minimising adverse environmental ipats y…..promoting Integrated Harour Maageet…..facilitating the implementation of the policy on

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regeeratio of ports…..ensuring that the transport network servicing the Harbours and Airport can accommodate their anticipated growth

The proposed site for the ferry landing is part of a wider project that includes five other landing sites. The ferry landing sites need to be located in such a way to minimise the travel distances between the different locations to make the ferry service as time and cost efficient as possible. Alternative sites for the other ferry landing sites were considered during the engineering concept design development.

Before deciding upon the final construction design of the building another alternative was considered. The alternative option that was explored was based on the use of floating structures. After several considerations, this option was eventually discarded as it was considered to be too costly in terms of construction, operation and maintenance.

To date, no use of alternative energy sources have been included in the development plans. However, the installation of photovoltaic panels on the roof is an option that can be explored further.

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Figure 5: Area policy map for Cospicu (Bormla). Area highlighted in light blue has a development brief (Source: GHLP)

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Figure 6: Transport strategy map for Cospicua (Bormla) (Source: GHLP)

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7.0 Physical Characteristics

7.1 Size, scale and design The design of the proposed development and details on the size and scale are described in the following sections.

7.1.1 Under Deck Structure The under deck structure of the development will be composed of 15 pillars which will be connected by reinforced concrete beams. Each of the pillars will be made up of a reinforced concrete bored pile and reinforced concrete blocks and placed directly on the seabed. The bored piles will be drilled through the sediment and rock layers of the seabed and will be placed at approximately 4.5m on the x axis and between 4.5 and 5.5m on the y axis. The area of the concrete pillars will take up approximately 134m² of the seabed. No dredging is required for the construction of the supporting structure.

The site plan for the under deck structure can be seen in Figure 7 and a cross sectional view for section AA can be seen in Figure 8.

7.1.2 Ground Level The ground level or the quay area (515m2) is the main level of the development. This level is where the passengers will embark and disembark from the ferry from the outside landing / boarding area. The passenger bridges will not have a gradient of more than 1:16 and will be mechanically adjustable. In order to facilitate the docking of the ferry, gangways and mooring equipment (bollards and fenders) will be installed on the site. The ferries expected to make use of this site are expected to be approximately 6 to 7.3m wide and 18 to 20m long.

The majority of the quay will be used as a waiting room and will be furnished with 120 to 130 chairs to ensure the comfort of waiting passengers. It will also have 2 screens that will provide live information about the ferry services. Within this waiting area there will be a priority boarding area for those passengers with disabilities. There will also be an office (7.2m²) from which the passengers will buy the tickets.

To ensure the safety of the passengers the outside areas will have non-slip tiling and have trimless floor lighting units. There will also be railings, fences and life-saving flotation rings.

The plan for this level can be seen in Figure 9.

7.1.3 Roof Level The roof level will not provide any facilities and will not be accessible to the public. The plan for this level can be seen in Figure 10. The plan for the elevations of the development site as a whole can be seen in Figure 11.

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Figure 7: Site Plan for the under deck structure of the proposed development

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Figure 8: Site plan for cross-section view of Section AA of the proposed development

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Figure 9: Site Plan for the ground level of the proposed development

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Figure 10: Site plan for the roof level of the proposed development

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Figure 11: Proposed elevations of the development

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7.2 Phasing The project is to be divided into two main phases:

» Infrastructural Work: Fourth quarter of 2018 to second quarter of 2019 » Suprastructural Work: Third quarter of 2019

7.2.1 Number of Employees The approximate number of personnel to be employed during the different phases is as follows:

» Construction phase: 15 to 20 persons during the peak periods » Operational phase: 3 to 4 employees working on the ferry. There will be no employees based at the terminal building itself.

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8.0 Land Uses & Environmental Characteristics

8.1 Land Uses Land uses within a 100m buffer zone surrounding the site of the proposed development have been mapped out in Figure 22.

The proposed site lies on the edge of the dock, parallel to Triq Dom Mintoff. Immediately to the west of the scheme site is the marine area which is currently being used to moor private boats, as shown in Figure 12. At the time of the survey the water appeared to be clean and free from visible pollutants. On the opposite side of the creek to the site is a row of abandoned buildings and a relatively wide dock side, refer to Figure 13.

To the north east of the site there is the dock side and a building which appears to be in the final stages of construction, with a planted area and viewing platform located on the roof, as shown in Figure 14. On the other side of the road, still located north east from the site, there is a large church, St Teresa Church, shown in Figure 15.

Directly to the east of the site is the dock side and planted areas with landscaping, as shown in Figure 16. On the dock side there is currently a temporary structure which is being used as a ferry landing site, refer to Figure 17.

Further east of the scheme site there is the road (Triq Dom Mintoff), which divides the coast from the inland area. The road is lined with car parking spaces and has racks for bicycles, refer to Figure 18. On the east side of the road there are a number of commercial and residential units. The commercial units consisted of eateries, hair dressers, a gift shop, a telecommunications outlet and a hardware shop. In the majority of cases, the commercial outlets are located underneath residential property, as shown in Figure 19. Many of the small streets that are in between the residential blocks are pedestrian only and are stepped, as shown Figure 20. Within this area there are also a number of buildings with PA permits affixed to them, a number of which are undergoing construction at this present time, an example of which is shown in Figure 21.

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Figure 12: Private boats, East side Dock 1 (taken on 6th February, 2018)

Figure 13: Abandoned buildings on the opposite side of the creek, West side of Dock 1 (6th February, 2018)

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Figure 14: Building in the final stages of construction with a planted area and viewing platform above, East side of Dock 1 (6th February, 2018)

Figure 15: St Theresa Church, Triq Dom Mintoff (taken on 6th February, 2018)

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Figure 16: Dockside with planted area, East side of Dock 1 (taken on 6th February, 2018)

Figure 17: Temporary structure being used of the ferry landing site, East side of Dock 1 (6th February, 2018)

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Figure 18: Road lined with car and bicycle parking provisions, Triq Dom Mintoff (6th February, 2018)

Figure 19: Commercial outlets with residential property above, Triq Dom Mintoff (6th February, 2018)

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Figure 20: Stepped pedestrian street, located off Triq Dom Mintoff (6th February, 2018)

Figure 21: Building under-going significant construction works, Triq Dom Mintoff (6th February, 2018)

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Figure 22: Land use map within a 100m buffer zone

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8.2 Geology, Geomorphology and Hydrology

8.2.1 Geology & Geomorphology The proposed site and area of influence is located entirely on Lower Globigerina Limestone, as shown in Figure 23. Lower Globigerina Limestone is the oldest of the three limestone members found within the Maltese islands. It was formed during the Aquitanian age of the Miocene epoch. Across the Maltese Islands it ranges in thickness up to a maximum of 80 m. It is of a pale yellow brown to yellow colour, with medium sized grains.

The site is located in the naturally protected region on the Bormla water front. The natural inlets in the Grand Harbour region of Malta are typical of a ria coast line.

The AoI has no exposed soils, it is either seabed or man-made impermeable surfaces due to the surrounding developments, refer to Figure 24.

8.2.2 Hydrology Figure 25 shows the aquifers located within the Maltese Islands. The area of Bormla is located at the level of the mean level sea aquifer.

The coastal water of the inlet at Bormla is classed as being exposed and of intermediate depth in the 2nd Water Catchment Management Plan.6 This is shown in Figure 26. It is also lassed as a ura aste ater diretie designated nutrient sensitive area Figure 27).

The large amount of industrial and commercial activity within the Grand Harbour and Marsamxett area have lead significant changes in the coastal water body.6 This is reflected i the fast that the harour ater od has failed to ahiee a good chemical status.6

The buffer zone of the development does not include any hydrologically protected areas.6

6 ERA. (2015). The 2nd Water Catchment Management Plan for the Malta Water Catchment District 2015 - 2021. Valletta, Malta.

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Figure 23: Geology map for the area surrounding the proposed development

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Figure 24: Map for the soil types of the area surrounding the proposed development

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Figure 25: Preliminary identification of bodies of groundwater within the Maltese Water Catchment District (Source: Malta Resources Authority)

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Figure 26: Level and depth of Maltese coastal water bodies (Source: 2nd Water Catchment Management Plan)

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Figure 27: Map highlighting the urban waste water directive designated nutrient sensitive area in the water of the Dock 1 (Source: The 2nd Water Catchment Management Plan)

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8.3 Cultural Heritage The status of the cultural heritage of the buildings within the 100m buffer zone and Bormla area were researched on the PA geoportal website. The 100m zone of influence around the proposed site for the development contains no scheduled buildings. However, the following scheduled buildings are located within the Bormla area:

» Rialto Cinema (Ix-Xatt taBorla / Tri il-Gendus) » Parish Church of the Immaculate Conception (Il-Pellegrinaġġ) » Il Mitħna taSanta Margerita Windmill (Triq il-Mitħna) » Letter box (Pjazza Paolino Vassallo) » Letter box (Misraħ Margerita) » Bastions » Harbour Fortifications

8.4 Ecology As the proposed site is in the sea the main ecology that will be affected by the development will be marine. Further marine ecological surveys would be needed to assess the baseline conditions of the site.

Directly to the West of the proposed development, there is currently a planted area planted area/public garden which contains a number of ornamental shrubs. The public garden area to the North East of the site also contains ornamental shrubs. Within the 100m buffer zone of the development vegetation is also found along the edges of the pavements and in planters outside residential property. The trees and shrubs lining the edges of the pavement are composed of a number of ornamental species.

The development itself will not affect any of the terrestrial vegetation located within the 100m buffer zone.

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9.0 Services Available on Site

9.1 Energy and Water There are currently no existing energy or water services available at the proposed development site. The project will require a supply of electricity. An application form will be submitted to the competent authorities (Enemalta & Planning Authority) to implement the necessary service arrangements.

9.2 Sewage There is no requirement for a sewage system as the development does not include any lavatories.

9.3 Surface Water Run-Off and Storm Water Drainage The gradient of the quay side will be a maximum of 1:80, this will enable any rain water to drain naturally into the sea. The rain water from the roof of the building will drain via gutters and drain pipes into the sea.

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10.0 Nature and Quantities of Raw Material, Energy, Waste and Machinery Used

10.1 Raw Materials

10.1.1 Construction Phase The raw materials required for the construction phase are listed in Table 1.

Table 1: Quantities of raw materials required for the construction phase of the proposed development

Location to be Used Raw material Quantity Partial precast elements 194 m³ beams / slabs Elements beams / slabs 93,860 kg Off Site reinforcement Infill of void of precast 436 m³ blocks with graded material Rotary piles 191 m³ Rotary piles reinforcement 41,700 kg Rotary piles permanent 40,000 kg steel casing Partial cast in-situ 107 m³ slabs/beams On Site Precast blocks 438 m³ Reinforcement of precast 137,532 kg blocks (4%) Graded fill material to 143 m³ stabilise precast blocks Steel work 41 tons

The majority of the material required for the construction phase will be stored offsite. In the case that a jack-up barge is used during the construction process then some material may be stored on board.

10.1.2 Operational Phase The operational phase will require very little raw materials, generally for maintenance purposes only.

10.2 Energy

10.2.1 Construction Phase During the construction phase, the electrical power needed will be sourced from diesel- powered generators and machinery. The quantity of energy needed during the construction phase is currently unknown.

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10.2.2 Operational Phase No information is currently available, but the quantity of electricity to be used during operation is not expected to be significant.

10.3 Machinery

10.3.1 Construction Phase The machinery to be used during the construction phase of the proposed development is listed in Table 2 below.

Table 2: Quantities of machinery required for the construction phase of the proposed development

Machinery Estimated Quantity Piler 1 to 2 Crane 1 to 2 Jack-up Barge* 1 Concrete Mixers 1 to 2 Excavator 1 to 2 Trucks 3 Trailers 1 to 2 * Use of jack-up barge is not yet certain

10.3.2 Operational Phase There will be no machinery in use during the operational phase.

10.4 Waste

10.4.1 Construction Phase The waste generated during the construction phase will be predominately from the pilling works. The expected type and quantity of waste generated from the piling work is listed in Table 3.

Table 3: Quantities of waste expected to be generated during the construction phase of the proposed development

Waste Quantity Silty material 21 m3 Rocky material 96 m2

10.4.2 Operational Phase Waste generated during the operational phase of the project is expected to be domestic- type waste and for there to be minimal amounts.

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11.0 Access and Parking Requirements

11.1 Access

11.1.1 Construction Phase During the construction phase the main access to the site will be off Triq Dom Mintoff or through the sea in the case of a jack-up barge.

11.1.2 Operational Phase The development site will be highly accessible on foot. It is proposed there will be two new zebra crossings to enable people to cross the road safely. There is already an existing bus route that stops very close to the site. There is also a low carbon bus route on the other side of the creek, from which one can then walk safely to the ferry terminal across the bridge. The site is located parallel to Triq Dom Mintoff, which will also allow easy access by private car. These can be seen in Figure 28.

11.2 Parking

11.2.1 Construction Phase During the construction phase, heavy vehicles will be parked in the construction site itself. Employees may make use of the space available in the construction site or park in the nearby parking spaces.

11.2.2 Operational Phase No parking spaces will be provided at the ferry landing site. However, it is proposed that there will be 4 car sharing spaces and also an e-bike sharing station in very close proximity. It is planned that one of the four car sharing paces will be fitted with an EV charging point (kindly refer to Figure 28). There are also a number of existing car parking spaces located along Triq Dom Mintoff and side streets.

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Figure 28: Plan of the proposed access arrangements for the proposed development

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12.0 Major Environmental Impacts and Mitigation Measures

A preliminary indication of the environmental impacts that are likely to be associated with the scheme are described in this section, and may serve as an initial scoping assessment in the context of Article 6(2) of LN 114 of 2007: Environmental Impact Assessment Regulations.

The proposed development involves the construction of a ferry terminus building in Dock 1, Bormla. It is to have an outside boarding area and an inside waiting area including an area for ticketing.

The potential impacts are expected to relate to the marine ecology and the increased numbers of people coming to the area; however, measures are to be taken to eliminate or reduce the residual impact. The potential impacts and their respective mitigation measures are listed in Table 4.

Table 4: Potential impacts and their mitigation measures

Features Potentially Description of Potential Impact Mitigation Measures Impacted Moderate Beneficial A ferry service with a temporary structure already exists at the site, Land and Sea Use N/A so the current use of the site will be significantly improved in line with the policy designations of the area. Moderate Adverse During the construction phase, a silt curtain should The construction and installation of be installed to minimise the the quay on the seabed will dispersion of suspended adversely affect the marine sediment caused by the environment and any potential drilling of the pillars. habitats that reside in the area. Given that the site is not During the construction of the designated for project there is a risk of leakages environmental protection, and contamination from raw the impact is not expected materials and machinery, which to be major. Nonetheless, a Marine Ecology may result in harmful substances marine survey of the area being released into the sea. should be carried out to ensure that there are no ecologically important features in the area and to allow for effective monitoring during construction. To avoid the occurrence of spillages and leakages raw materials should be stored Page | 39

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away from the water edge in bunded areas. In case accidental spillages do occur, spill skits should be readily available on site. Any machinery being used on site should also be maintained and serviced on a regular basis to reduce the chance of any leakages. Minor Adverse Even though the proposed development does not require any Geology, dredging, the piling of cores will Geomorphology, influence the geology and Palaenthology, N/A geomorphology of the seabed. It is Hydrology, not expected that there will be any Hydrogeology significant impact upon the palaenthology, hydrology or hydrogeology in the area. Minor Adverse Good construction environmental practices During the construction phase, the should be applied during construction machinery and any construction, to minimise dust generated in the area, will the dispersion of dust into temporarily reduce the landscape the surrounding and visual amenity of the area. environment.

Landscape and Minor Adverse The structure should be Visual Impact painted in earth colours so The proposed development will be that visually it blends well the only permanent structure to be with the surroundings. The located within the water. However, exterior design of the the design has ensured that it is building should also not be only one level to minimise its visual very modern to compliment impact. the surroundings.

Minor Adverse Good construction environmental practices During the construction phase, should be applied during there will be dust generated in the construction, to minimise area, which will temporarily reduce the dispersion of dust into the air quality of the area. the surrounding Air Quality environment. Moderate Beneficial The development will make the area more accessible than it is N/A currently. It will encourage the use of low emission, public transport

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modes which will result in a shift away from private car use. Minor Adverse Good construction practices should be adhered to During the construction phase of minimise the disturbance to the project, the drilling of the rock locals, this includes only for the pillars and the construction working during designated of the building itself will generate hours. noise which may disturb the local residents and businesses. Minor Adverse Noise During the operational phase of the project, the increased numbers of people using the ferry terminal may cause some additional noise. However, this is expected to be N/A minimal as a service does already exist at the site. Plus the building is located far from residential property so any noise that is generated will not disturb residents. Minor Adverse The 3 Rs (Reduce, Reuse and Recycle) will apply to all It is not expected that the recyclable material. development will produce large Unrecyclable waste will be quantities of waste. Additionally, disposed of accordingly in the waste produced during authorised landfills or waste operation is of a domestic nature. disposal facilities. Minor Adverse Good construction practices Waste Management should be adhered to During the construction phase of minimise the disturbance to the project, the transport of locals. The authority should material to and from the site, as regularly consult with the well as the disturbances associated local councils and residents with any construction site will be a to identify and rectify nuisance to local residents and causes of concern. businesses. Minor Adverse Good construction practices should be adhered to During the construction phase of minimise the disturbance to the project, the transport of locals. The authority should material to and from the site, as regularly consult local well as the disturbances associated councils and residents to with any construction site will be a identify and rectify causes nuisance to local residents and Social Impacts of concern. businesses.

Moderate Beneficial

The provision of a substantial ferry N/A service infrastructure will attract more people to use the service. This

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will in turn bring more people to the area which will lead to a domino- effect for the local commercial activities in the area, most notably eateries as the terminal does not provide one itself. However, it may also cause some residents to be unhappy to do the increases in traffic in the area and the increased pressure on car parking spaces.

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