Project-Description-Statement_4411_09_final.pdf

OUR REF: ENV33194/A/12
CLIENT REF: TRF 291012-02, LPG 291012-00
PROJECT DESCRIPTION STATEMENT
FINAL DRAFT
AUGUST 2014
THE CONSTRUCTION OF A
SERVICE STATION AT TRIQ
SANT’ANTNIN,
MARSASCALA

i
Quality Assurance
The Construction of a Service Station at Triq Sant’Antnin, Marsascala
Client: Pit Stop Service Station
Revision Schedule
Version Final Draft
Date August 2014
Author Melissa Abdilla
Amendment Record
Issue Amendment Date
Issue 1 Final Draft 29/04/2013
Issue 2 Final Version 12/08/2014
Signatures
Approval Level Name Signature
Internal Check Ruth DeBrincat
Internal Approval Mario Schembri

The Construction of a Service Station at Triq
Sant’Antnin, Marsascala
ii
Table of Contents
1. Introduction ....................................................................................................................1
1.1. General Objectives and Purposes of the Proposed Project....................................................1
1.2. Structure of Project Description Statement ...........................................................................2
2. Details of the Developer .................................................................................................4
3. General Description of the Proposed Project.................................................................5
3.1. Description of the Project.......................................................................................................5
3.1.1. Fuel Storage and Underground Storage Tank Installation..............................................6
3.1.2. LPG Underground Facility ...............................................................................................7
3.1.3. Dispensers.......................................................................................................................8
3.1.4. Fuel Storage and Underground Storage Tank Pipework.................................................9
3.1.5. LPG Underground Pipework .........................................................................................11
3.1.6. Monitoring Systems......................................................................................................11
3.1.7. Flame Arrestors.............................................................................................................11
3.1.8. Interceptors...................................................................................................................12
3.1.9. Car Wash Facility...........................................................................................................13
3.2. Location of the Site Earmarked for the Proposed Project....................................................13
3.3. Relevant Policies and Legislations.........................................................................................16
3.3.1. The Environment and Development Planning Act........................................................16
3.3.2. Legal Notice 54 of 2009 - Control of Volatile Organic Compound-VOC Emissions
(Storage and Distribution of Petrol from Terminals to Service Stations) Regulations, 2009 .......16
3.3.3. Legal Notice 44 of 2008 – Quality of Fuels Regulations, 2008......................................17
3.3.4. Legal Notice 295 of 2007 – Environmental Management Construction Site
Regulations, 2007..........................................................................................................................17
3.3.5. Legal Notice 160 of 1997 – Rubble Walls and Rural Structures (Conservation and
Maintenance) Regulations, 1997..................................................................................................17
3.3.6. Structure Plan for the Maltese Islands (1990–2011)....................................................18
3.3.7. South Malta Local Plan..................................................................................................21
4. Physical Characteristics of the Proposed Project..........................................................25
5. Construction Works and Timing of Proposed Project...................................................40
6. Considered Alternatives................................................................................................41
6.1. Alternative Land Uses and Locations....................................................................................41
6.2. Alternative Arrangements.....................................................................................................41

iii
6.3. Alternative Technologies ......................................................................................................41
7. Plant and Equipment, Method of Construction, Raw Materials and Wastes...............42
7.1. Plant, Equipment and Method of Construction....................................................................42
7.1.1. Fuel Storage and Underground Storage Tank Installation............................................42
7.1.2. LPG Underground Facility .............................................................................................42
7.1.3. Dispensers.....................................................................................................................43
7.1.4. Fuel Storage and Underground Storage Tank Pipework...............................................43
7.1.5. LPG Underground Pipework .........................................................................................44
7.1.6. Monitoring Systems and Flame Arrestors ....................................................................44
7.1.7. Car Wash Facility...........................................................................................................44
7.2. Raw Materials and Waste.....................................................................................................44
7.2.1. Construction Phase .......................................................................................................44
7.2.2. Operational Phase.........................................................................................................45
8. Access Arrangements....................................................................................................46
8.1. Constructions and Operational Works..................................................................................46
9. Public Utilities and Other Services on Site....................................................................47
9.1. Public Utilities .......................................................................................................................47
9.2. Other Services.......................................................................................................................47
9.2.1. Site Operation...............................................................................................................47
9.2.2. Operating Paying Terminal ...........................................................................................47
9.2.3. Warning Notices............................................................................................................48
9.2.4. Fire Protection Equipment............................................................................................49
9.2.5. Petroleum Filling Station Canopy..................................................................................50
10. Employment..................................................................................................................51
10.1. Construction Phase ...........................................................................................................51
10.2. Operational Phase.............................................................................................................51
11. Present Uses and Environmental Characteristics of the Site........................................52
11.1. Present Land Uses of the Site ...........................................................................................52
11.2. Environmental Characteristics of the Site and its Immediate Surroundings....................52
11.2.1. Geology, Geomorphology and Hydrology.....................................................................52
11.2.2. Agricultural Land...........................................................................................................57
11.2.3. Visual Landscape...........................................................................................................57
11.2.4. Cultural Heritage and Archaeology...............................................................................57

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11.2.5. Ecology..........................................................................................................................58
11.2.6. Noise and Vibrations.....................................................................................................58
11.2.7. Air Quality, Dust and Dirt..............................................................................................58
12. Land Uses in the Surrounds ..........................................................................................60
13. Potential Impacts and Mitigation Measures.................................................................67
13.1. Impacts & Mitigations on Land Uses.................................................................................67
13.2. Impacts & Mitigation Measures on Geology, Geomorphology and Hydrology................68
13.3. Impacts & Mitigations on Agricultural Land .....................................................................69
13.4. Impacts & Mitigation Measures on Visual Landscape......................................................69
13.5. Impacts & Mitigation Measures on Cultural Heritage and Archaeology..........................70
13.6. Impacts & Mitigation Measures on Ecology .....................................................................70
13.7. Impacts & Mitigation Measures on Noise and Vibrations................................................71
13.8. Impacts & Mitigation Measures on Air Quality, Dust and Dirt .........................................72
13.9. Impacts & Mitigation Measures on Waste Management.................................................72
14. References ....................................................................................................................74
Appendix 1 ...............................................................................................................................75
List of Figures
Figure 1: Typical Underground Storage Tank (LPG 291012-00).................................................8
Figure 2: Double Skin Pipe .......................................................................................................10
Figure 3: Offset Fill and Vent Stack Equipped with Stage 1B...................................................12
Figure 4: Oil – Water Interceptor.............................................................................................12
Figure 5: Water Recycling Mechanism Schematic Diagram ....................................................13
Figure 6: Map of Malta indicating location of Marsascala ......................................................14
Figure 7: Google Earth Image indicating the Proposed Development ....................................15
Figure 8: Marsascala Environmental Constraints Map............................................................24
Figure 9: The existing site ........................................................................................................26
Figure 10: The proposed development plan............................................................................27
Figure 11: The proposed elevation/section.............................................................................28
Figure 12: The details of the proposed fuel tanks ...................................................................29
Figure 13: The proposed tank farm layout ..............................................................................30
Figure 14: The proposed filling pipework ................................................................................31
Figure 15: The proposed suction pipework .............................................................................32
Figure 16: The proposed air-vent pipework ............................................................................33
Figure 17: The proposed vapour recovery...............................................................................34

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Figure 18: The proposed forecourt drainage system ..............................................................35
Figure 19: The proposed alternatives of the project...............................................................36
Figure 20: The proposed warning signs on site .......................................................................37
Figure 21: The location of tower crane, hoarding and access during construction phase......38
Figure 22: The access layout during operational phase ..........................................................39
Figure 23: Typical Safety Equipment at a Fuel Filling Station..................................................50
Figure 24: Geological Map of the Maltese Islands...................................................................53
Figure 25: Soil at Proposed Site and Surrounding Areas .........................................................55
Figure 26: Watershed at Proposed Site and Surround Areas..................................................56
Figure 27: Marsascala Bypass ..................................................................................................60
Figure 28: Cultivated Agricultural Land....................................................................................61
Figure 29: Abandoned Agricultural Land .................................................................................61
Figure 30: Nearest Residential Area ........................................................................................62
Figure 31: The Sewage Treatment Plant..................................................................................62
Figure 32: The Waste Treatment Plant....................................................................................63
Figure 33: Sant’ Antnin Family Park.........................................................................................63
Figure 34: Enemalta substation ...............................................................................................64
Figure 35: Valley Restoration and Storm Water Control.........................................................64
Figure 36: The Present Bus Stop Location ...............................................................................65
Figure 37: Sant’ Antnin Chapel ................................................................................................66
Figure 38: The Magħluq Wetland ............................................................................................66
List of Tables
Table 1: Structure of the Project Description Statement ..........................................................3
Table 2: Details of the developer...............................................................................................4

Project Description Statement 1
1. Introduction
Mr Patrick Guntrip filed a full development application (PA/04411/09) for a Proposed Petrol
Station including back office, shop, two garages, VRT and car services facilities -shifting of
kerb side pumps licence No. ENR-00146-KP (KP31), dated 7 October 2009.
Currently, the proposed location is an open undeveloped field containing small ancillary
structures within its boundary, in the main road called Triq Sant’ Antnin, in Marsascala, as
identified in Figure 6 and Figure 7. On the opposite side of this road, there is the Sant’ Antnin
Waste Treatment Plant and the newly built Sant’ Antnin Family Park. The surrounding areas
to the proposed development are mostly agricultural land, and the closest residential area is
a few hundreds of metres away.
As part of the full development application (PA/04411/09), the Malta Resources Authority
(MRA) has already been consulted, and two Technical Reports (TRF 291012-02 and LPG
291012-00) were compiled. These were submitted together with the proposed plans.
The Project Description Statement (PDS) provides information on the proposed service
station in Marsascala, and has been drafted following guidelines issued by the Malta
Environment and Planning Authority (MEPA).
1.1.General Objectives and Purposes of the Proposed Project
The existing site consists of an abandoned agricultural land, trapezoidal in shape, covering
an area of about 1365 square metres which will be built as a fuel filling station. The activities
within the mentioned proposal are; fuelling of vehicles/commercial and heavy vehicles, car
wash and valeting, sales of car products, offices and vulcanising, fuel dispensing also for
Liquefied Petroleum Gas (LPG).
The site is situated in the southern part of Malta, along the main road commonly known as
Marsascala Bypass. This area is heavily populated and many drivers pass through this route,
both in westbound and the eastbound direction. In fact, the closest village which is

Marsascala is few minutes away by car. It is a residential area with a number of commercial
activities such as; restaurants, bars and shops. Hence, the trip attraction to the area is
substantial and is anticipated that it will not cause additional traffic onto the bypass since
the vehicles stopping by the service station will be those already using the network today.
Petrol stations, in general, do not generate a significant amount of new trips. The modal split
establishes that most users drive into the station because they are already on the main road
and find the location of the petrol station convenient to stop at, for car refuelling and
servicing. With the introduction of the automated 24 hour refuelling service, users can drive
into a petrol station at any time, and especially when they are already on their way to go in
or out of Marsascala. Nonetheless, a small number of vehicles will be attracted to the
development just because petrol refuelling is required. Other traffic may be generated in
relation to the shop and the garage, but the effect of this generation may be considered to
be negligible. The office is not expected to attract any traffic since this will be used for the
operation of the petrol station and the car wash facility.
The MRA has been consulted and have expressed no objection to the design and eventual
construction of this proposed petroleum filling station and autogas retail station.
1.2.Structure of Project Description Statement
According to the Environmental Impact Assessment (EIA) Regulations (LN 114 of 2007), this
development proposal does not fall under Category 1 Project Article 7.6.1.3. This is because
this development will have a total storage capacity for; diesel, bio-diesel and unleaded of
240,000 litres and a total capacity of 8,000 litres for the LPG tank.
Consequently, hereby the PDS is presented to provide all the required information, which
may enable MEPA, determine whether a full EIA or a limited Environmental Planning
Statement (EPS) is required. Subsequently this report will facilitate the competent authority
to issue Terms of Reference for an EIA, if applicable. Table 1 below describes MEPA’s
guidelines for the PDS in accordance with the structure of this PDS.

Section Description MEPA’s PDS Guidelines
1 Introduction -
2 Details of the Developer a
3
General Description of the Proposed
Project
b, c
4
Physical Characteristics of the
Proposed Project
d, f
5
Construction Works and Timing of
the Proposed Project
c
6 Considered Alternatives e
7
Plant and Equipment, Method of
Construction, Raw Materials and
Wastes
i, k
8 Access Arrangements l
9
Public Utilities and Other Services on
Site
i
10 Employment j
11
Present Uses and Environmental
Characteristics of the Site
g
12 Land Uses in the Surrounds h
13
Potential Impacts and Mitigation
Measures
m
Table 1: Structure of the Project Description Statement

2. Details of the Developer
Developer Mr Patrick Guntrip
Address Pit Stop Service Complex, Mdina Road, Attard
Telephone Number 21422154, 99830082
Fax Number 21422846
Email Address fran_pitstopmalta@hotmail.com, info@pitstop.com
Table 2: Details of the developer

3. General Description of the Proposed Project
3.1.Description of the Project
The proposal relates to the construction of a petrol station, previously used as an
agricultural land, between Marsascala Bypass (Triq Sant’Antnin) and Triq Iż-Żafran. Nearby
areas from the proposed project are mostly agricultural fields, some of which abandoned,
and the closest residential area is a few hundreds of metres away.
On the opposite side of the main road there are; the Enemalta substation Marsascala
distribution centre, the old Sewage Treatment Plant of the Water Services Corporation, the
Sant’ Antnin Waste Treatment Plant, and the newly built Sant’ Antnin Family Park.
The development is on one level with a high clear height distance. It is being proposed of
having:
- 4 fuel pumps supplying 3 different fuels;
- An LPG tank;
- 4 car wash machines;
- 1 shop of Class 4 (31.7m2
);
- 1 office with store and public convenience (23.9m2
);
- 1 office with public convenience (8.5m2
);
- 1 garage (31m2;
) and
- 6 parking spaces.
The parking spaces are all according to MEPA standards; i.e. being bigger than 4.8 metres by
2.4 metres. The distance in front of the garage is also in accordance to MEPA standards.
Whereas, the entrance access is more than 4.1metres wide and this is according to MEPA
guidelines as well.
The activities within the mentioned proposal are; fuelling of vehicles/commercial and heavy
vehicles, car wash and valeting, sales of car products, offices and vulcanising, fuel dispensing
from LPG.

3.1.1. Fuel Storage and Underground Storage Tank Installation
The proposed storage of fuel on site shall consist from four underground storage tanks in
accordance to MSA EN 12285-1:2003, being of double skin. The tanks can withstand a
volume of 60,000 litres each. The indicated underground storage tanks are going to be
divided into two and three compartments respectively and will supply; diesel, bio-diesel,
unleaded, and with the possibility in implementing ethanol (E85) in the future.
Bio-diesel compartment will have a capacity of 15,000 litres each, while the remaining
225,000 litres will be divided among the remaining compartments with unleaded and diesel.
The underground storage tanks are going to be installed as shown in the ‘Underground Tank
Cross-Section’ (Figure 12), as outlined in the ‘Guidance for the Design, Construction,
Modification and Maintenance of Petrol Filling Stations’. The bottom structure of the tank is
going to be constructed from a 300mm of sulphate resisting concrete and 150mm of
compacted fine sand. The underground tank is going to be anchored to ground with straps
that are non-corrosive, and must offer good strength to hold the tank firmly.
Proper care must be taken to ensure that the excavation does not collapse. A brick-wall shall
be constructed surrounding the underground tank which will then be covered by a proper
sealant known as ‘Rhino Lining’, a membrane system that offers a tertiary containment
action.
Once the underground tank is in place, it is important that the gap between the wall and the
tank shall be filled with the appropriate backfill up to the neck of the tank. The interstitial
space is going to be continuously monitored by means of a leak detection system being of
Class 2 system. Furthermore, tanks constructed from metal steel must be coated for the
protection from corrosion. Such coating must be tested from the supplier according to the
listed standard.
Polyurethane coating is an extra feature which is suggested within this proposal, which is not
mandatory by the APEA. Foundations for underground storage tanks shall support the tank
securely and evenly to prevent movement, uneven settlement or concentrated loading that
could result in unacceptable stresses being generated in the tank shell.

Tank access chambers shall be installed so as to:
- Retain spilt fuel and prevent any water leaking through;
- Avoid the transmission of forecourt loads directly through the chamber walls to the
underground tank shell; and
- Allows safe access towards the manhole entry for maintenance and cleaning.
Access chamber frames and covers in vehicle movement shall be according to C250 and EN
124 respectively.
3.1.2. LPG Underground Facility
A fully buried LPG storage tank having a capacity of 8,000 litres shall be installed in the
location as illustrated in Figure 10. Such a tank will supply two dispensers being
interconnected via underground pipework. The separation distance from the building is as
instructed in the respective MRA Codes of Practice. Such a construction shall be carried out
with the installation of a gas dispersion wall meeting a separation distance of 1.5 metres
from the building. Such a construction shall be carried out underground supporting the tank
walls.
Vessels installed shall be according to PD 5500 OR MSA EN 12592:2000.The underground
storage tank shall be installed with a service manway having a diameter not less than 575
mm. The vessel shall be equipped with a cathodic protection device as illustrated and being
according to the relevant MRA LPG Code of Practice. Figure 1 illustrates a typical
underground storage supplying liquid LPG to the automotive dispensers.

Figure 1: Typical Underground Storage Tank (LPG 291012-00)
Pumps other than fitted within the storage vessel, ‘submerged pumps’ shall be installed in
accordance with MRA LPG Code of Practice and as close to the vessel liquid outlet valve as
practicable, but not under the plan area of the vessel. The area around the pump shall
permit free ventilation.
3.1.3. Dispensers
It is proposed that four fuel dispensers will be installed in the proposed site. These fuel
dispensers are to be according to MSA EN 13617-1 standard and installed with vapour
recovery. The indicated dispensers are going to supply diesel, unleaded, bio-diesel and
ethanol (E85) respectively while two of the dispensers are considered to supply automotive
LPG. The flow rates for such dispensers will range from 45 litres per minute up to 130 litres
per minute for high flow diesel dispensers. The break connection is going to be installed at
the nozzle side complying with MSA EN 13617-2, while the latch free nozzles should conform
to MSA EN 13012. Other equipment being installed is going to be compliant with the
following standards:
- Nozzles must conform to MSA EN 13012;
- Hoses must conform to MSA prEN 13483 for vapour collection;
- Safe Breaks must conform to MSA EN 13617-2;
- Shear Valves must conform to MSA EN 13617-3; and
- Swivels must conform to MSA EN 13617-4.

All fuel dispensers will be ATEX certified and dispenser sumps will be installed under
dispenser for the containment of fuel. Dispensers shall be installed onto a curb having a
height of 300 mm, which this gives protection to the said mentioned units from the facades.
On the other hand, bollards will be installed on the sides for further protection.
Dispensers for LPG shall be only operating during service hours via a ‘deadmans’ button.
Such dispensers must include the following:
- Dispenser bases are securely fixed;
- Hoses equipped with safe break coupling;
- Hoses shall comply with liquid autogas being according to EN 1762;
- Dispensers shall be fitted with sufficient valves to allow for safe isolation, testing and
Maintenance;
- Flexible hoses and filling nozzle to provide final connection;
- Excess flow valve fitted as close as practicable to the hose inlet;
- Hydrostatic relief valve;
- Deadman’s handle;
- Appropriate Security features;
- Breakaway coupling; and
- Comprehensive written and graphic filling instructions.
3.1.4. Fuel Storage and Underground Storage Tank Pipework
Class 1 Polyethylene pipework in double wall, as illustrated in Figure 2, is going to be used
for this installation, and shall be according to the MSA EN 14125:2004. All pipework shall be
installed below ground around 450mm, and surrounded by loose backfill, sand or pea gravel
(minimum thickness of 150mm). The installation is to be capable of being tested without
major disconnection or disturbing of pipework, and with a fall back to the storage tank. The
indicated fall back will enhance in keeping the fuel lines drained from the respective fuel,
when the dispensers are not operating.

Continuous interstitial monitoring device is going to be installed for the interstitial space of
the mentioned pipework. Such interstitial monitoring device is to be installed in Class 1,
where air pressure or vacuum is to be used. Such a device will detect leaks in double skin
equipment, irrespective of fuel level.
Above ground piping systems consisting from galvanised steel pipes and metallic fittings will
be installed for the protection against fire, impact or environmental degradation. This is
applied for the venting piping and offset filling points being located above ground. Overspill
prevention valves will be installed on the fill line side (being according to EN 13616), to avoid
fuel entering into the vapour return pipework manifold, in the event that a storage tank is
overfilled. On the other hand, other valves such as ball valves will be installed on the storage
tank side for no cross-flow spillage. All pipework can be viewed in Figure 14.
Figure 2: Double Skin Pipe
Non-pressure lines such as; suction, offset fill, vent and vapour recovery pipework shall be
tested by means of air pressure not less than 0.7 bar, and left for 30 minutes. The gauge
shall record no deflection during this period. During pressure test all elbows and fittings shall
be checked with soapy water to check for no leakage evidence. Other testing onto pipework
shall be carried out according to manufacturer’s recommendations. Secondary containment
testing shall be carried out as described above but pressure shall not exceed the 0.35 bar.
The proposed layout is designed for a suction system. In such systems, non-return valves are
installed at the base of the dispenser as a safety feature, and to prevent fuel from draining
back to the tank while the dispenser is at rest.

3.1.5. LPG Underground Pipework
Liquid LPG is going to be dispensed at a liquid state, being greater than 6 bars. Hence, the
type of pipework underground, according to MRA LPG COP D6 table 4, shall be of the type
carbon steel or stainless steel.
Piping shall be buried 600mm on a bed of fine sand, and covered with concrete slabs at
100mm above the pipe network. Pipework shall be painted yellow, and an indicator tape
coloured yellow shall be installed within the trench. Once laid and connected, pipework shall
be tested according to the joint and leak detection test by means of pressure testing.
3.1.6. Monitoring Systems
An automatic tank gauge system will be installed in every tank storage compartment. Such a
system will be in compliance with EN 13352. Leak detection equipment installed will be
according to EN 13160 ‘Leak Detection Systems’, and will be installed both on the double
skin piping systems and tanks. By this way, all the equipment will be under control to make
sure that it is safe for the environment, and safe for the persons visiting the site.
EN 13160-2 Class 1 leak detection monitoring systems are going to be installed onto the
pipework section. This class of leak containment system is considered inherently safe, as it
detects leaks above and below the liquid level, and operates continuously. Such a system
works by monitoring the interstice in a double skin pipe. They operate using either pressure
or vacuum, and a leak in either skin of the installation is detected by a change in the
pressure equilibrium. EN 13160-3 Class 2 systems shall be installed onto double skin
underground storage tanks. Such systems will also be ATEX certified.
3.1.7. Flame Arrestors
Installation of flame arrestors onto the vent stack will prevent vapour to be contained within
the tubes. Such flame arrestors will be according to EN ISO 16852 and comply with the ATEX
Directive. Figure 3 shows a vent stack being fixed with Stage 1B together with offset filling
clearly labelled. It illustrates the use of a manifold system where there will be a restricted
number of P/V valves installed reducing the eyesore for such venting system. Vent stack
shall be of a height of not less than 4 metres, complete with medium gauge galvanized steel
and flame arrestors.

Figure 3: Offset Fill and Vent Stack Equipped with Stage 1B
3.1.8. Interceptors
On site, two oil/water interceptors, known also as oil separators will be connected. These
are being classified as the forecourt oil separator and the car wash separator respectively.
These separators will comply with MSA EN 858-1 and 2 respectively and be of Class 1 type,
designed to operate under test conditions at a nominated flow rate effective to 5 ppm.
Figure 4 illustrates a typical oil water separator.
Figure 4: Oil – Water Interceptor

3.1.9. Car Wash Facility
The car wash proposed within this project consists from a four bay jet wash system. The
system can easily operate onto a self-service mechanism during afterhours. Waste water
from the car wash will be gathered and filtered into the gutters and silt traps being located
on site. Such silt traps and gutters shall be connected to the MSA EN 858-1 and 2 Class 1
interceptor.
From the interceptor, water will be stored into a water reservoir, where such water will then
be treated through a biological filtration system and added as make-up water to the main
system water supply. Such a schematic diagram is clearly illustrated in Figure 5 for typical
water recycling system mechanism.
Figure 5: Water Recycling Mechanism Schematic Diagram
3.2.Location of the Site Earmarked for the Proposed Project
The site of the proposed development lies within the local boundaries of Marsascala, as
indicated in Figure 6. Furthermore, Figure 7 is an aerial photograph of the proposed
agricultural land which is marked in red.

Figure 6: Map of Malta indicating location of Marsascala

Figure 7: Google Earth Image indicating the Proposed Development

Project Description Statement
16
3.3.Relevant Policies and Legislations
The Environment and Development Planning Act, the Maltese Legislation, the Structure Plan
for the Maltese Islands, and the South Local Plan that concern this scheme were consulted.
3.3.1. The Environment and Development Planning Act
Act X of 2010
This Act empowers the Malta Environment and Planning Authority (MEPA) with the
responsibility “to protect the environment, to make provision for the planning and
management of development and for the establishment of an authority with powers to that
effect and for matters connected therewith or ancillary thereto”.
3.3.2. Legal Notice 54 of 2009 - Control of Volatile Organic Compound-VOC
Emissions (Storage and Distribution of Petrol from Terminals to Service
Stations) Regulations, 2009
These regulations, and its amendment LN 5 of 2011, transpose the European Council
Directive 94/63/EC of 20 December 1994. The Competent Authority shall not grant a permit
to store, load and unload petrol unless an approved auditor certifies that:
(a) the storage installations at these terminals operate in accordance with the technical
provisions of Schedule IV, in order to reduce the total annual loss of petrol from the
storage installations of the terminal to below the target reference value of 0.01%
mass by mass (m/m) of the throughput.
(b) loading and unloading equipment at terminals is designed and operated according to
the technical provisions of Schedule V, in order to reduce the total annual loss of
petrol resulting from loading and unloading of mobile containers at terminals to
below the target reference value of 0.005% mass by mass (m/m) of the throughput.
(c) all road tanker loading gantries at the terminal meet the technical provisions of
Schedule VIII.

3.3.3. Legal Notice 44 of 2008 – Quality of Fuels Regulations, 2008
This legal notice, as amended by Act XV of 2009; and LN 79 of 2010, LN 66 of 2011, LN 123 of
2012 and LN 231 of 2012. The scope of these regulations is to regulate the quality of fuels
available in Malta and to transpose Directive 93/12/EEC, Directive 1999/32/EC, Directive
2005/33/EC, Directive 98/70/EC and Directive 2003/17/EC.
It demands that:
- Leaded petrol may not be sold, offered for sale, or otherwise marketed;
- Unleaded petrol may be sold, offered for sale, or otherwise marketed, only if it complies
with the specifications set out in the First Schedule to these regulations; and
- Diesel fuel may be used, sold, offered for sale, or otherwise marketed only if it complies
with the specifications set out in the Second Schedule to these regulations.
3.3.4. Legal Notice 295 of 2007 – Environmental Management Construction Site
Regulations, 2007
These regulations and subsequent amendments (LN 358 of 2007 and LN 371 of 2007) have
the scope of limiting environmental degradation through appropriate construction
management practices. Some of which are; that cause the least nuisance to neighbours,
minimising the risk of injury to the public, protecting the property belonging to the
Government and Local Councils, and as much as possible, reducing the harm to the
environment.
3.3.5. Legal Notice 160 of 1997 – Rubble Walls and Rural Structures (Conservation
and Maintenance) Regulations, 1997
These regulations, as amended by Legal Notices 169 of 2004 and 426 of 2007, disclose that
rubble walls and non-habitable rural structures are protected. This is because of their
historical and architectural significance their exceptional beauty, their affording a habitat for
flora and fauna, and their vital importance in the conservation of the soil and water.

3.3.6. Structure Plan for the Maltese Islands (1990–2011)
The Structure Plan for the Maltese Islands was approved in 1990 and covers the period to
2011. The Structure Plan is a strategic, non-site specific long-term plan for the Maltese
Islands.
The Structure plan is divided into a number of policies relating to various sectors such as the
Built Environment, Mineral and Commerce and Industry. The Structure Plan recognises that
“the Island's primary existing resource is its land…… and if society is serious about conserving
what is left of the countryside, there must be a dedicated effort to rationalise the way
One of the major goals of the Structure Plan is “To use land and buildings efficiently, and
consequently to channel development activity into existing and committed urban areas,
particularly through a rehabilitation and upgrading of the existing fabric and infrastructure
thus constraining further inroads into undeveloped land and generally resulting in higher
density development than at present.”
A number of policies apply to the proposed development in question:
POLICY SET 11: No form of urban development will be permitted outside existing and
committed built-up areas and primary development areas as designated in the Structure
Plan even where roads and public utilities are available. Permitted forms of non-urban
development outside such areas are restricted to the categories referred to in Paragraph 7.6
6.10 It is impossible to forecast all demands for development over a 20 year period with any
precision. Inevitably, there will be applications for permits to develop some use which has
not been foreseen in the Structure Plan analyses or where more detailed studies are
required. There will also be applications for uses which may have been foreseen but which
applicants apply to develop outside the areas zoned in the Plan for urbanisation. The
Structure Plan strategy is perfectly clear on this issue: it comprises a blanket prohibition of
any form of urbanisation outside areas specifically designated for urban uses in the Plan.
However, there may be occasions on which the Authority has to seriously consider the
merits of proposals which break this rule. If and when these arise the Authority will require
an exhaustive examination of the advantages and disadvantages of each such proposal in

order to arrive at a conclusion. If such situations arise, appropriate modifications may be
made in the first subsequent review of the Structure Plan.
POLICY BEN 5: Applications for development permits outside urban areas will be judged
against the policies and design guidelines of the Local Plans for Rural Conservation Areas,
and in the interim period, to Structure Plan policies and the guidelines contained in the
Explanatory Memorandum.
POLICY BEN 12: The Planning Authority will decide if an Environmental Impact Assessment
of a form and content satisfactory to the Authority is required to accompany any application
for permission to develop. The environmental impact of proposed development will be
carefully assessed through development control procedures, and where development
permits are granted any adverse impacts will be mitigated through permit conditions and
any other necessary legal measures.
POLICY BEN 17: Development permit applications shall include proposals for hard and soft
landscaping, and measures by which their maintenance will be undertaken. (See also Policies
RCO 6 and 20)
POLICY RCO 1: Rural Conservation Areas are designated as illustrated in the Key Diagram.
Within such areas the following sub areas will be designated, using World Conservation
Union definitions and criteria where relevant:
1. Areas of Agricultural Value: areas comprised of high grade agricultural land including
irrigated and partially irrigated land
2. Areas of Ecological Importance: relatively large areas designated to protect typical and
rare habitats
3. Sites of Scientific Importance: sites containing individual species, groups of species, and
geological features
4. Areas of Archaeological Importance: concentrations of valuable archaeological sites
5. Sites of Archaeological Importance: individual and/or isolated archaeological sites

6. National Parks: relatively large areas of national significance not materially altered by
human use, with managed visitor access and amenities
7. Areas of High Landscape Value
POLICY RCO 26: The removal of the vegetation cover from abandoned fields and derelict
land without good reason will not be permitted.
POLICY RCO 28: Valleys will continue to be protected as important water catchment areas.
POLICY RCO 29: No new physical development will normally be allowed on the sides of
valleys and especially on valley watercourses except for constructions aimed at preventing
soil erosion and the conservation and management of water resources. Also:
1. Existing dams across valleys to conserve water resources will be repaired in preference
to the construction of new dams. Dams will be built of durable materials and will be
regularly maintained;
2. The Planning Authority will have regard to the possible detrimental effect of dredging
works in valleys, and will seek to minimise the impact of such works, particularly by
leaving the valley banks intact and by promoting selective dredging;
3. The Planning Authority will take positive action, in collaboration with the appropriate
Government agencies, in order to prevent the dumping of domestic waste, building
rubble, and other refuse into valleys; and
4. The Planning Authority will take positive action to safeguard valleys for walking,
cycling, and horse-riding through the prohibition of vehicles, other than for agriculture
and maintenance, and the establishment of car parks at valley edges.
POLICY TRA 2: The promoters of major developments will be required to prepare traffic
impact statements illustrating the likely impact of their proposals on the highway network.

3.3.7. South Malta Local Plan
SMAG 01 Protection of Agricultural Land
MEPA will continue to protect agricultural land from all types of inappropriate development.
Within Agricultural Areas, as indicated on the relevant Environmental Constraints Maps
(Figure 8) only buildings, structures and uses essential to the needs of agriculture will be
permitted and then only if it can be demonstrated to the satisfaction of MEPA that they will
not adversely affect water supplies, soil and landscape, and accord with all other policies
within this Local Plan. Applications for development permission for agricultural related
developments which will result in the subdivision of land holdings will not be permitted.
This will also apply to other land being cultivated for agricultural use and which in the
opinion of MEPA (after consultation with the Department of Agriculture) has a realistic
potential to be upgraded and sustainably improve its productivity. (This policy will not apply
to such land where it is designated for other purposes in the Local Plan).
Improvements to existing agricultural land and buildings aimed at increased productivity will
be favourably considered by MEPA providing they are well designed, efficient and contribute
to rather than detract from the quality of the local and surrounding environment.
6.4.1 The agricultural land indicated in the relevant Environmental Constraints Maps is
based on information supplied by the Department of Agriculture and reflect the importance
of soil quality and access to irrigation water, but not only, for successful farming in the plan
area. It is estimated that agricultural land constitutes approximately 67% of all non-urban
land in the plan area. Limited development related to the continuation of the agricultural
activity will be permitted.
The area the scheme has a number of agricultural land still in use, although some of which
are abandoned. Measures in this regards will also be provided by the EIA itself.
SMCO 07 Valleys
Valley Protection Zones and valley watercourses are indicated on the Environmental
Constraints Maps (Figure 8) for the relevant localities. In line with the provisions of Policy

RCO 29, there will be a presumption against any development within these areas that will
adversely affect the function of the valley as an important water catchment area.
The MEPA in collaboration with relevant authorities and agencies will formulate
rehabilitation and management plans to guide the reinstatement of valleys which have been
degraded as a result of illegal dumping or specific development activities, particularly
quarrying. Priority will be given to the valleys listed in policy SMCO 09 and particularly to the
Wied Xkora (Siggiewi) area as indicated in the Siggiewi Policy Map SG 1.
8.4.11 The plan area is endowed with a number of valleys which adorn the landscape of this
area. Unfortunately due to lack of management and adequate protection status most of
these areas have been degraded as a result of illegal dumping. Other areas have been
extensively degraded as a result of quarrying activity. This policy is aimed to identify these
valley areas which merit protection and a careful approach to development whilst indicating
specific areas which require the formulation of management plans to guide the
rehabilitation and management of such areas. The reinstatement of these valley systems is
important to ensure that they function as watercourses and in the process replenish the
groundwater.
SMCO 03 Protection of AEIs and SSIs
The following areas, as indicated in the relevant Environmental Constraints Maps (Figure 8),
are recommended to be proposed for scheduling, as Areas of Ecological Importance (AEIs)
and Sites of Scientific Importance (SSIs), in accordance with Section 46 of the Development
Planning Act, 1992:
Areas of Ecological Importance/Sites of Scientific Importance
xi. Wied iz-Ziju (Zejtun)
In these protected areas/sites there will be a general presumption against development that
would create negative impacts on these areas/ sites and the MEPA will endeavour to
safeguard and protect AEIs and SSIs listed within this Local Plan.

8.4.4 AEIs and SSIs are scheduled areas/sites that require protection from development
because of their ecological and scientific value in that they contain special habitats that
merit protection. Such protected areas/sites include also Garrigue and Maquis designations
containing indigenous and archaeophytic species which contribute to the typical
Mediterranean setting and are of considerable ecological value.
8.4.5 These sites have been identified in the Survey of Ecological Resources for the South
Malta Local Plan area (August 2000) because of their importance as valley systems both in
terms of ecological habitats as well as landscape characteristics. These listed areas/sites also
include buffer zones to further regulate developments near and adjacent to AEIs and SSIs.
Any development proposed in such areas/sites is to adhere to the criteria as established for
each level of scheduling as specified in the Structure Plan Explanatory Memorandum
(December 1990).

Figure 8: Marsascala Environmental Constraints Map

4. Physical Characteristics of the Proposed Project
This section is to include more detailed drawings regarding the design and construction. It
should be noted that these drawings have been sufficiently detailed so as to clearly indicate
the zoning, sizes, quantities and typical designs being envisaged.
As mentioned previously, the proposed development site is trapezoidal in shape covering an
area of circa 1365m2
on one level, with a high clear height distance which varies according to
the use of that particular area.
The service station will be divided into three sections as illustrated in Figure 10. The four fuel
tanks for diesel, unleaded, bio-diesel and ethanol (E85) will be in the middle of the plot. On
one side, it is planned of having the LPG tank, a Class 4 Shop, an office with store and public
convenience, and six parking spaces. Whereas, the VRT garage, another office with public
convenience, and the car wash facility will be on the other side.
The dimensions for the four fuel tanks are 12 metres long having 2.5 metres diameter, with
a volume capacity of 60,000 litres each, a total storage capacity of 240,000 litres. The
underground LPG tank will have 4.5 metres in length and 1.5 metres diameter, with a total
capacity of 8,000 litres. Moreover, the tank farms together with the forecourt cover an area
of 288 square metres; the car wash area is 124 square metres, while the water reservoir
next to the car wash is of 194.4 cubic metres.

Figure 9: The existing site

Figure 10: The proposed development plan

Figure 11: The proposed elevation/section

Figure 12: The details of the proposed fuel tanks

Figure 13: The proposed tank farm layout

Figure 14: The proposed filling pipework

Figure 15: The proposed suction pipework

Figure 16: The proposed air-vent pipework

Figure 17: The proposed vapour recovery

Figure 18: The proposed forecourt drainage system

Figure 19: The proposed alternatives of the project

Figure 20: The proposed warning signs on site

Figure 21: The location of tower crane, hoarding and access during construction phase

Figure 22: The access layout during operational phase

5. Construction Works and Timing of Proposed Project
Work can only begin by following consent by MEPA to grant development permission. It is
considered that 12 months is an adequate time frame; staring from the initial phase up to
the commissioning stage.
Any existing structure will be demolished and the site will be cleared to rock level. Before
demolition is carried out, ceilings shall be propped and cut with a chaser to detach the
building from any third party propertied or nearby structures, if and when applicable.
With respect to the excavation period; envisaged the cutting of the four fuel tanks and the
LPG tank will take four months. The construction of the premises is foreseen to take around
three months. Whereas, in parallel with this, the installation of forecourt equipment
consisting from; laying of underground storage tanks, pipe works, dispensers, interceptors,
LPG installation, car wash equipment and gutters, is aimed to take six months.
Further to the above, mechanical and electrical installation, together with commissioning of
such building services will take approximately one month. While, filling the fuel station will
take another one month.
Schembri Barbros Ltd will do the excavation and construction works. Other services will be
considered to be catered for by third party, on a tendering process scheme.

6. Considered Alternatives
6.1.Alternative Land Uses and Locations
The proposed site is considered adequate in terms of its location, being in Marsascala
Bypass, and has considerable distance away from the nearest service station. Hence, given
that the location is quite compatible, no alternative sites were investigated.
6.2.Alternative Arrangements
From the Traffic Impact Statement (TIS) it was suggested that there shall be some
arrangements as indicated in Figure 19. The boundary walls and the alignment of existing
road are to be shifted in respect to the anticipated southbound and northbound waiting
lane. Moreover, the alignment of the existing road is to be shifted also for the new bus stop
location, apart from moving three field gates, and introducing pedestrian paths and a
junction box.
6.3.Alternative Technologies
The service station will initially supply diesel, bio-diesel, unleaded and LPG. However, in the
future, there is also the possibility of implementing ethanol (E85).

7. Plant and Equipment, Method of Construction, Raw Materials
and Wastes
7.1.Plant, Equipment and Method of Construction
7.1.1. Fuel Storage and Underground Storage Tank Installation
Throughout the construction phase, one tower crane will be utilised on the site (Figure 21).
The envisaged amount, type of vehicles entering and leaving the site, and equipment will be
as follows:
- 3 ready-mix trucks will be performing approximately 3 trips a day;
- 3 delivery trucks will deliver raw materials by performing a trip a day;
- 1 trailer will supply bulk component once a day;
- 4 underground storage tanks, having a double skin, with the dimensions; 12 metres by
2.5 metres and a total capacity of 60,000 litres each;
- A 300mm of sulphate resisting concrete and 150mm of compacted fine sand is going to
be used for the bottom structure of the tank;
- Non-corrosive straps to anchor the underground tanks;
- A brick wall surrounding the underground tank will be covered by a membrane system
known as ‘Rhino Lining’;
- Appropriate backfill between the wall and the tanks;
- A Class 2 leak detection system will monitor the interstitial space; and
- A proper coating must be used to protect the metal steel containers from corrosion;
Polyurethane coating is an extra feature which is suggested.
The details regarding the temporary site office, hoarding and access, and signage will be
analysed in more detail in the construction method statement.
7.1.2. LPG Underground Facility
- An LPG storage tank of 4.5 metres by 1.5 metres and capacity of 8,000 litres;
- 2 dispensers;
- A gas dispersion wall 1.5 metres away from the building will be installed underground,
supporting the tank walls;

- The underground storage tank shall be installed with a service manway having a
diameter not less than 575mm;
- The vessel shall be equipped with a cathodic protection device;
- In Figure 1 illustrates the equipment: (A) Centrifugal pump, (B) Eex-d engine 4kW ATEX
CE, (C) Key Degasator complete of safety valve stainless steel ½” 23 Bar, manometer 25
bar with Tap no 1, (D) By-pass valve various setting 7-17 bar, (E) Steel filter DN 50 PN 40,
(F) Ball valve of by-pass DN 25, (G) Connection Truck DN 32 to discharge directly;
- Submerged pumps close to the vessel liquid outlet valve;
- Safety relief valve;
- Means of removing liquid;
- A fixed maximum liquid level device or a maximum level fill stop valve;
- Filling connection;
- Service connection;
- Contents gauge; and
- Pressure gauge.
7.1.3. Dispensers
- Installation of 4 fuel dispensers with vapour recovery;
- The break connection is going to be installed at the nozzle side;
- Hoses for vapour collection;
- Safe breaks;
- Shear valves;
- Swivels; and
- A curb having a height of 300mm and bollards, for protection.
7.1.4. Fuel Storage and Underground Storage Tank Pipework
- Class 1Polyethylene pipework in double wall;
- Loose backfill, sand or pea gravel will surround all pipework with a minimum thickness
of 150mm;
- Interstitial monitor device for the space of the pipework;
- Air pressure or vacuum to detect leaks in double skin equipment;
- Galvanised steel pipes and metallic fittings will be installed for the protection against
fire, impact or environmental degradation.
- Overspill prevention valves will be installed on the fill line side (being according to EN
13616), to avoid fuel entering into the vapour return pipework manifold;

- Valves, such as ball valves will be installed on the storage tank side for no cross-flow
spillage; and
- Non-pressure lines such as suction, offset fill, vent and vapour recovery pipework shall
be tested by means of air pressure not less than 0.7 bar and left for 30 minutes.
7.1.5. LPG Underground Pipework
- Carbon steel or stainless steel will be used for the pipework; and
- Piping shall be buried 600mm on a bed of fine sand and covered with concrete slabs at
100mm above the pipe network.
7.1.6. Monitoring Systems and Flame Arrestors
- An automatic tank gauge will be installed in every tank storage compartment;
- Leak detection systems will be installed both on the double skin piping systems and
tanks;
- Flame arrestors onto the vent stack will prevent vapour to be contained within the
tubes; and
- 2 oil/water interceptors known also as oil separators will be installed.
7.1.7. Car Wash Facility
- 4 bay jet wash system; and
- A water reservoir will receive the interceptor water.
7.2. Raw Materials and Waste
7.2.1. Construction Phase
Apart from raw material mentioned in the previous section, excavation waste will arise from
the excavation of rock or loose material on site for the formation of 4 fuel storage reservoirs
containing 60,000litres each. It is estimated that approximately, 240m3
of rock will be
generated by this project.

Assuming that a 20 tonne truck has a capacity of 12m3
with a bulking factor of 1.3,
approximately 26 truck trips are required. Taking into account that the proposed excavation
period will take about 10 weeks, it is estimated that 20 trips will enter and leave the site
every day throughout the excavation period.
During construction stage in general; stones, concrete and bricks shall be used. The
anticipated waste will be soil and rock and will be disposed off accordingly.
7.2.2. Operational Phase
The main raw materials which will be constantly used are the respective fuels; diesel, bio-
diesel, unleaded and the possibility of ethanol, and the LPG. The anticipated waste water
from the car wash facility will be gathered and filtered into the gutters and silt traps being
located on site and stored into a water reservoir. Such water will then be treated through a
biological filtration system and added as make-up water to the main system water supply.

8. Access Arrangements
8.1.Constructions and Operational Works
The developer proposed the access to the service station from the main road, Marsascala
Bypass. There are no ramps since the project is on ground level without any split levels.
Plans were based on standard cars and also heavy vehicles. It can be seen that no problems
are foreseen in the manoeuvring of the vehicles while entering or exiting the development.
The access during the construction period is indicated in Figure 21. On the other hand, the
developer will be responsible for constructing proper access to the development, improving
the roadside environment in front of the development, providing the necessary footpaths
and crossings, which at the moment lack such appropriate pedestrian facilities.
Moreover, it has been concluded that during the operational phase, the inbound and
outbound trips will not affect the traffic flows at the junctions on the main road. Hence, no
distributions of trips, or new bus routes, are required. Figure 19 and Figure 22 illustrate the
proposed upgrading of the road in front of the service station, and the turning movements
at the site entrance, and within the premises.
There are no internal circulatory layouts since the access to all the site uses and parking
spaces can be reached by an outdoor access, and thus there are no ramps being proposed.
However, in order to control vehicle speeds within the site, speed cushions are to be located
at strategic locations. The speed cushions are to have the same positive speed reducing
effects as road humps.

9. Public Utilities and Other Services on Site
9.1.Public Utilities
Utilities on site will consist of; public toilets available during office hours (Figure 10), and a
public toilet that will be open all day, even during afterhours. On the other hand, wash hand
basins will be convenient at the car wash area. Parking facilities are also possible for
consumers, although the only parking requirements for such activities are for the
employees, which count up to 5 or 6 spaces.
Other services proposed will consist in vulcanising, car washing and car valeting, selling of
car products such as lubricating oil and other automotive parts.
9.2.Other Services
9.2.1. Site Operation
The proposed development will operate on a 24 hour basis. During normal hours the site will
be operable with attendants, whereas, after hours it will be operable using the automatic
system. All safety measures, together with the respective operation instructions are going to
be installed such that clients will use the automatic machine without any difficulty.
9.2.2. Operating Paying Terminal
The operating paying terminal shall be ATEX approved, as being located close to Zone 1
dispenser area. The paying terminal shall be according to IFSF protocol and using the same
protocol for fuel dispensers. The paying terminal shall have a transaction time limit of not
more than three minutes, and not exceeding 100 litres within the same transaction.
The service station will be set up with CCTV cameras together with an emergency alarm.
Should an emergency arise after normal hours, the site owner and the Civil Protection
Department will be notified, as fire alarms are going to be located on site as well. Such a

system is going to be installed with an auto-dialer for safety measures; hence an emergency
will be immediately tackled. Electrical apparatus shall be installed and according to MSA EN
60079-14:2003, BS 7671:2001 and APEA ‘Design, Construction, Modification, Maintenance
and Decommissioning of Filling Stations’.
All attendants on site will cover a forecourt fire safety course were they all be fully qualified
and fully trained for such an emergency.
9.2.3. Warning Notices
The premises shall be clearly labelled in prominent areas, being highly visible and
unobstructed within the forecourt area. Such Safety Signs (Figure 23) shall be according to
LN 45 of 2002 and according to BS 5378-2:1980. The forecourt area must have the
respective notices illustrating the following:
- No Smoking;
- No Mobile phones;
- No Naked Lights;
- CCTV in operation; and
- Petroleum Highly Flammable.
In respect to the LPG, certain signage shall be installed within the underground storage tank
area showing the following:
- Highly Flammable – LPG; and
- Prohibition of No Smoking, No Naked Flames, No Naked lights.
While, notices near dispensers shall indicate the following:
- Liquefied Petroleum Gas;
- Highly Flammable;
- Switch off Engine;

- Apply Handbrake;
- No Smoking;
- No Naked Flames; and
- Switch off Mobile Phones.
9.2.4. Fire Protection Equipment
Two emergency stop buttons (Figure 23) shall be fitted on both sides of the filling station; at
the entrance and exit side. When activated, the main function is that electrical supply of fuel
dispensers will be disconnected immediately and no fuel will be dispensed. Additionally, a
fireman’s switch shall be installed in the forecourt area. It isolates all the electrical
equipment being involved in the petrol station, except the ones used for fire detection and
security surveillance systems.
Dry powder fire extinguishers of not less than 9 kilograms, and suitable for LPG fires shall be
located and placed on site, being according to MSA EN 3-7: 2004. The minimum requirement
for such installation shall be not less than 2 extinguishers.
The water reservoir located on site exceeds the recommendation as listed in the MRA Codes
of Practice, which is of 108 cubic metres. It shall be used, and connected to a fire hydrant
system.

Figure 23: Typical Safety Equipment at a Fuel Filling Station
9.2.5. Petroleum Filling Station Canopy
Canopies structure shall be at a height of not less than 4.5 metres from finished floor and be
of the fire resistance type. Cladding installed shall be non-combustible and be according to
Class E of EN 13501-1. Such a standard also holds for price display pole signs. The function of
a canopy is to:
- Identifies brand;
- Provides a degree of weather protection;
- Withstand the elements such as wind and rain; and
- Protect the face of a building from the effects of fire.

10. Employment
10.1. Construction Phase
Four people will be employed during the excavation period; envisaged the cutting of the
four fuel tanks and the LPG tank, and the construction of the premises. Another six
employees will be in charge of the installation of forecourt equipment consisting from; lying
of underground storage tanks, pipe works, dispensers, interceptors, LPG installation, car
wash equipment and gutters.
Further to the above, three employees will work on mechanical and electrical installation,
together with commissioning of such building services. Two more persons will be taking care
of the fuel filling station.
Schembri Barbros Ltd will do the excavation and construction works. Other services will be
considered to be catered for by third party, on a tendering process scheme, having his own
employees.
10.2. Operational Phase
It is being assumed that three persons will be operating the petrol station. The shop will be
run by one employee, while another person (1) will be in charge of the car wash facilities.

11. Present Uses and Environmental Characteristics of the Site
11.1. Present Land Uses of the Site
Currently, the proposed location is an open undeveloped field with located in the main road
Triq Sant’ Antnin, in Marsascala, as identified in Figure 6 and Figure 7.
11.2. Environmental Characteristics of the Site and its Immediate Surroundings
11.2.1. Geology, Geomorphology and Hydrology
11.2.1.1. Geology
The proposed service station is located on the Oligocene Coralline Limestone Formation (Il-
Mara Member) as shown in Figure 24. This rock unit rests between the Miocene Globigerina
Limestone Formation and the Oligocene Lower Coralline Limestone Formation.
The Lower Coralline Limestone is the oldest exposed rock in the Maltese Islands. It is mainly
composed of coralline algae indicating deposition in a shallow gulf environment. Younger
beds show evidence of deposition in more open marine conditions. On the other hand, the
Globigerina Limestone is the second oldest rock, and outcrops over almost 70 percentage of
the island. Variations in the thickness of this formation are considerable, ranging from
23metres near Fort Chambray, Gozo to 207 metres around Marsaxlokk, Malta. This rock
consists of yellow to pale-grey limestone’s comprising tests of planktonic globigerinid
foraminifera.

Figure 24: Geological Map of the Maltese Islands

11.2.1.2. Geomorphology
Close to the proposed development is an Area of Ecological Importance (AEIs) and Site of
Scientific Importance (SSIs) which starts from Wied iz-Ziju in Żejtun and ends in Magħluq
wetland, in Marsascala. The area in general, represents a flat surface and a slightly seaward
sloping landscape.
Within and nearby to the site, the most evident soil types are the Coralline steep terraces
and the Globigerina moderate terraces (Figure 25). These soils are confined by several
rubble walls. In fact, rubble walls are considerable in the area, given that the slope has been
terraced in order to retain the soil and build fields on these terraces. The rubble walls along
the Marsascala Bypass were reconstructed when newly surfaced road was done.
11.2.1.3. Hydrology
In the surroundings of the scheme, there are varies hydrological features as illustrated in
Figure 26. The Environmental Constraints Maps (Figure 8) indicates the Valley Protection
Zones (SMCO 07) and valley watercourses. Figure 26 shows that eventually the South of
Malta is a protected area for the lower coralline limestone aquifer, and covers two ground
water protection zones. Moreover, it lies within the M40 Water Catchment Area which
contributes to Wied iz-Ziju towards the Magħluq wetland, and there are several bore holes
distributed along this mentioned zone.

Figure 25: Soil at Proposed Site and Surrounding Areas

Figure 26: Watershed at Proposed Site and Surround Areas

11.2.2. Agricultural Land
The land uses behind, and to the sides of the area of the proposed development is typically
terraced, cultivated agricultural land, although some seem to be abandoned. Most of the
fields are listed as ‘Awaiting Classification of Agricultural Value’ under the South Malta Local
Plan; SMAG 01 Protection of Agricultural Land (Figure 8).
11.2.3. Visual Landscape
The surrounding landscape is mostly committed to agricultural activity. However, on the
opposite side of the main road, there is the Sant’ Antnin Waste Treatment Plant and the
newly built Sant’ Antnin Family Park. The closest residential area is a few hundreds of metres
away.
Whilst the proposed service area will result in specific and localised visual impacts, it is
considered that when taken in conjunction with the on-going activities in the surroundings,
the impact will be minor, since the service station is proposed to have one level only.
Furthermore, the amount of traffic to be generated by the development, during all phases, is
of low scale, when compared to the already existing traffic on the road network.
It is recommended that part of the topsoil excavated from the construction site will be re-
spread in areas to be landscaped, so as to enhance plant health, which will lead to improved
visual quality of the area.
11.2.4. Cultural Heritage and Archaeology
The only cultural heritage structures apart from vernacular features evident in the
surrounding area is the chapel dedicated to Sant’ Antnin behind the Sant’Antnin Family Park.

11.2.5. Ecology
The proposed land and surrounding land uses have been related to agricultural purposes for
many years. This scenario presents native or naturalised species such as Carobs (Ceratonia
siliqua), Pickly Pears (Opuntia ficus-indica) and Almonds (Prunus delcis) and non-native
species such as Eucalytus (Eucalytus sp.); the function of the latter being mainly for the
protection of soil erosion, and maybe as bird attractions for hunting/trapping purposes.
11.2.6. Noise and Vibrations
The main road is the most prominent source of noise pollutants, given that the noise comes
not only from the vehicles themselves, but also from the friction on the road surface.
Additionally, the Sant’ Antnin Waste Treatment Plant, and especially the newly built Sant’
Antnin Family Park might also generate some sort of noise pollution.
The main activities related to the proposed development during the construction which are
likely to give rise to noise emissions and vibrations are; the demolition of such structures,
the excavation for the fuel tanks and the construction of the actual premises. On the other
hand, the main sources of noise in the operational stage of the proposed petrol station
include; services noise, car parking, filling station activities, traffic movement within the
proposed site and refrigerated vehicles parked on the proposed site.
The selection of low noise pumps, plant and the location of noisy equipment as far away
from the residential buildings, as permitted by site perimeter, will ensure that the resultant
noise impact related with the petrol filling station is insignificant.
11.2.7. Air Quality, Dust and Dirt
High levels of air pollution, apart from lowering the quality of life are also directly
responsible for a large number of adverse health effects. Traffic, especially when congested,
is generally recognized as one of the major sources of air pollution. Motor vehicle emissions
are complex and include hundreds of compounds that are released in the atmosphere such
as gases, aerosols and particulates.

Dust and dirt will be the major inconvenience during the construction period. Thus the
construction site should be well prepared, and the construction activity should be well
managed so as to minimise the nuisance to neighbouring communities.

12. Land Use in the Surroundings
The area under study is located in the southern part of the island, along the main road
commonly known as Marsascala Bypass (Figure 27). This area is heavily populated and many
drivers pass through the main route, both in westbound and the eastbound direction. The
closest village is Marsascala centre which is few minutes away by car. It is a pleasant
residential area with a number of commercial activities such as; restaurants, bars and shops.
Figure 27: Marsascala Bypass
The surrounding areas are characterised by a rural landscape, some fields are still being
cultivated (Figure 28), while others had been abandoned (Figure 29). The nearby residential
area is a few metres away from the site (Figure 30). Among the land use features situated
on the opposite side of the main road are:
- The old sewage treatment plant of the Water Services Corporation (Figure 31);
- The waste treatment plant of Waste Serv (Figure 32);
- Sant’Antnin family park (Figure 33);
- Enemalta substation Marsascala distribution centre (Figure 34);
- Sant’ Antnin valley restoration and storm water control (Figure 35).

Figure 28: Cultivated Agricultural Land
Figure 29: Abandoned Agricultural Land

Figure 30: Nearest Residential Area
Figure 31: The Sewage Treatment Plant

Figure 32: The Waste Treatment Plant
Figure 33: Sant’ Antnin Family Park

Figure 34: Enemalta substation
Figure 35: Valley Restoration and Storm Water Control

At present, a bus stop is aligned to the rubble wall that surrounds the proposed site as
shown in Figure 36. A chapel dedicated to Sant’ Antnin (Figure 37); which is known to be of
cultural heritage value is present in the area; it is located behind the Sant’ Antnin Family
Park.
Figure 26 indicates that the Area of Ecological Importance (AEIs) and Site of Scientific
Importance (SSIs) which starts from Wied iz-Ziju in Żejtun and ends in Magħluq wetland in
Marsascala (Figure 38).
Figure 36: The Present Bus Stop Location

Figure 37: Sant’ Antnin Chapel
Figure 38: The Magħluq Wetland

13. Potential Impacts and Mitigation Measures
The proposed development such as other similar ones might give rise to a variety of
environmental effects. At this stage, only preliminary indications of the potential
environmental impacts of the proposed service station are being listed below.
13.1. Impacts & Mitigations on Land Uses
Impact
The site earmarked for the proposed development is currently an abandoned agricultural
land in the Marsascala Bypass. The closest village is Marsascala, a residential area with a
number of commercial activities such as; restaurants, bars and shops, and many drivers pass
through this route, both in westbound and the eastbound direction. Hence, the trip
attraction to the area is substantial and is assumed that it will not generate new traffic onto
the bypass since the vehicles entering the service station will be those already using the
network today.
Mitigation
No major issues are foreseen in the manoeuvring of the vehicles while entering or exiting
the development. However, in order to control vehicle speeds within the site, speed
cushions are to be located at strategic locations. The speed cushions are to have the same
positive speed reducing effects as road humps.
Moreover, it has been concluded that during the operational phase, the inbound and
outbound trips will not affect the traffic flows at the junctions on the main road. Hence, no
distributions of trips, or new bus routes, are required. Figure 19 and Figure 22 illustrate the
proposed upgrading of the road in front of the service station, and the turning movements
at the site entrance, and within the premises.

13.2. Impacts & Mitigation Measures on Geology, Geomorphology and
Hydrology
Impacts
The proposed service station is located on the Oligocene Coralline Limestone Formation (Il-
Mara Member) as shown in Figure 24. This rock must be excavated for 4 fuel storage tanks,
an LPG tank and a water reservoir. However, it is conserved to be a minor impact.
The most apparent soil types which have to be removed are; the Coralline steep terraces
and the Globigerina moderate terraces (Figure 25). Moreover, these soils are confined by
several rubble walls that have to be removed or shifted according to the new layout.
A minor impact may be recorded on such hydrological features; the Area of Ecological
Importance (AEIs) and Site of Scientific Importance (SSIs) which starts from Wied iz-Ziju in
Żejtun till the Magħluq wetland in Marsascala, the M40 Water Catchment Area, the Valley
Protection Zones (SMCO 07) and the valley watercourses.
Mitigation
No mitigation measures are considered necessary for the geological and hydrological
features. Although one must use good construction management practices in order to
minimise the impact and conserve the topsoil, the rubble walls and the valley water courses.

13.3. Impacts & Mitigations on Agricultural Land
Impact
The proposed site and most of surroundings fields are listed as ‘Awaiting Classification of
Agricultural Value’ under the South Malta Local Plan; SMAG 01 Protection of Agricultural
Land (Figure 8).
Mitigation
Should it be applicable, any agricultural land on lease lost due to the proposed development
should be fairly compensated for, to the tenant or occupier.
13.4. Impacts & Mitigation Measures on Visual Landscape
Impact
Whilst the proposed service area will result in specific and localised visual impacts it is
considered that when taken in conjunction with the on-going activities in the surroundings,
the impact will be minor since the service station is proposed to have one level only.
Furthermore, the amount of traffic to be generated by the development, during all phases, is
of low scale, when compared to the already existing traffic on the road network.
Mitigation
It is recommended that part of the topsoil excavated from the construction site be re-spread
in areas to be landscaped to enhance plant health which will lead to improved visual quality
of the area. Proper landscaping will also mitigate the visual impact.

13.5. Impacts & Mitigation Measures on Cultural Heritage and Archaeology
Impact
No archaeological features or remains are known to be present in the footprint covered by
the proposed development. Even if a number of archaeological remains have been recorded
in the surrounding area, no impact on these sites can be noted.
Mitigation
No mitigation measures are considered necessary. Archaeological monitoring during the
excavation phase might be necessary to confirm the absence of artefacts.
13.6. Impacts & Mitigation Measures on Ecology
Impact
There are native or naturalised species such as Carobs (Ceratonia siliqua), Pickly Pears
(Opuntia ficus-indica) and Almonds (Prunus delcis,) and non-native species such as Eucalytus
(Eucalytus sp.); the function of the latter being mainly for the protection of soil erosion, and
maybe as bird attractions for hunting/trapping purposes.
Mitigation
The trees that will be identified and have to be removed should be managed according to LN
200 of 2011, or replanted wherever possible within the site.

13.7. Impacts & Mitigation Measures on Noise and Vibrations
Impact
The main road isthe most prominent source of noise pollutants, given that the noise comes
not only from the vehicles themselves, but also from the friction on the road surface.
Additionally, the Sant’ Antnin Waste Treatment Plant, and especially the newly built, Sant’
Antnin Family Park might also generate some sort of noise pollution.
The main activities related to the proposed development during the construction which are
likely to give rise to some major noise emission and vibrations are; the demolition of such
structures, the excavation for the fuel tanks and the construction of the actual premises. On
the other hand, the main sources of noise in the operational stage of the proposed petrol
station include services noise, car parking, filling station activities, traffic movement within
the proposed site and refrigerated vehicles parked on the proposed site.
Mitigation
The selection of low noise pumps, plant and the location of noisy equipment as far away
from the residential buildings, as permitted by site perimeter, will ensure that the resultant
noise impact related with the petrol filling station is insignificant.
Regarding to construction noise and vibration, good construction management practices
must be carried out to avoid nuisance to the nearest residential areas. No mitigation
measures are considered necessary during the operational phase.

13.8. Impacts & Mitigation Measures on Air Quality, Dust and Dirt
Impacts
The main impacts on air quality are expected to be temporary dust emissions during the
construction phase. During the operational phase the impact on air quality is the
concentration of vehicles’ emissions within the premises.
Mitigations
To ensure that the air quality is up to standards the following measures should be secured:
- In order to prevent dust generation, covering and wetting heaps of soil and dust would
be required.
- Carriers of construction and demolition waste should be adequately covered to conform
to the relevant legislation.
- Good management practices during operations are required to minimise vehicle
emissions which would include harmful pollutants such as VOCs.
- All the necessary safety equipment should be installed to detect any gaseous leakages.
13.9. Impacts & Mitigation Measures on Waste Management
Impacts
The waste generated during construction will be very limited and any surplus excavation
materials that are not reused on site will be carted away to an approved inert waste landfill.
As a result of these measures, there is expected to be no impact arising through waste
generated during the construction phase.
It is expected that there will be no impact arising through waste, mainly domestic, generated
during the operational phase.

Mitigation
With regards to solid waste during construction it is being proposed that where applicable
reuse practices will be adopted. Whereas, the liquid waste from the car wash facility will be
collected in the reservoir.

14. References
Ing. Fava, R. (2013). Fuel Filling Station Technical Report (TRF291012-02). Proposed petrol
station including back office, shop, two garages, VRT and car services facilities, Marsascala.
Ing. Fava, R. (2013). Fuel Filling Station Technical Report (LPG291012-00). Proposed petrol
station including back office, shop, two garages, VRT and car services facilities, Marsascala.
Perit Lewis, W. (2012). Traffic Impact Statement. In: AIS (2012). Proposed petrol station
including back office, shop, two garages, VRT and car services facilities, Marsascala.
MRRA (Ministry for Resources and Rural Affairs). 2004. MALSIS. Maltese Soil Information
System. Soil geographic database of the Maltese Islands.
http://www.emwis-mt.org/ [Accessed in March 2013].

Appendix 1
Clearance letter issued by MRA for the design of a Petroleum-filling
Station under S.L. 423.37 ‘Petroleum for the Inland (Retail) Fuel Market
Regulation’ and for the design of an Autogas Retail station under S.L.
423.31 ‘Liquefied Petroleum Gas Market regulations’.

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