Secondly, should the flooding be so severe as to cause the failure of the Kenton bridge, then without doubt the damage further upstream where the valley is narrower would be catastrophic, probably removing the causeway altogether. And even should the structure survive, the damage to the gravel approaches and indeed the entire gravel road would be so severe (as occurred in 2012) as to make the road completely impassable.

This road has not been resurfaced or maintained for years. It is not used by the local residents except those immediately adjacent, being Sibuya Game Reserve and Kariega Park. It is only used by the general public, primarily in December, for game viewing purposes and not for access or as a through road. It is for this reason, plus the extreme shortage of available funds for road maintenance that the DR 1950 has remained completely unmaintained for most of the last decade. For this road to serve as an alternate route to the R72, it would need to be completely rebuilt and unless tarred would still not be suitable for such a purpose.

The thought might be that repairs to the causeway and the entire DR 1950 might be able to be effected quicker than the rebuilding of the Kenton bridge and this may be true. However even once repaired, unless tarred, this road would have to be closed every time it rained as one or two vehicles getting stuck (as would undoubtedly happen) would block the entire route. The presence of big 5 animals in the vicinity and the lack of cell phone coverage in the valley would make it particularly unpleasant and unsafe for anyone stuck as walking out of the valley to call for help would be extremely dangerous.

Floods of 2006 – compare water level over Causeway with 50 -100 year flood of 2012 (below)

Floods of 2012 – compare water level over Causeway with 10-25 year flood of 2006 (above)

Hence my assertion that as far as the residents of Southwell are concerned; the hundreds of thousands of Rand proposed to be spent on this project, should rather be used to repair and properly maintain (on a consistent basis) the main access road, being the DR 1949, which is used by the local farmers to supply goods and services and deliver products to the various markets.

The shocking state of disrepair of this road is clearly evident in the series of photographs below that chronicle the various faults that have remained unrepaired since the floods of 2013. The work on this road is inconsistent at best and poorly considered and implemented at worst. A great deal of money was spent on completely resurfacing it about three years ago and because of shoddy and unprofessional maintenance, a road that should last 15- 20 years will need complete resurfacing in less than half that time.

Although I have not marked the positions of each photograph on a map this can easily be done should it be required.

The start of the DR1949 – the Southwell Road and access for the Southwell farming community

Inadequate maintenance of the storm water drainage causing flooding and damage

Repair work (filling of pot holes) carried out by the local farmers as this is never done by the Municipality

Completely blocked storm water drains causing water to flood over and damage the road surface

Completely blocked storm water gullies forcing water to run down the middle and next to the road, causing massive damage and erosion

Incorrect grading resulting in incorrect camber on the road – result storm water flowing down the middle of the road and scouring the gravel surface

Further evidence of scouring and rivers next to the road damaging the road edges

Condition of the DR 1949 at the Southwell road and DR 1950 intersection

The intersection of DR 1949 and DR 1950

DR 1950

This road has not been maintained for years mostly at the insistence of the local residents. With the current prevailing constraint of funds, that has apparently been the case for most of the last decade, we have consistently requested that all funds available be utilised on the DR 1949 and not the DR 1950. Letters in this regard have been addressed to the various authorities on behalf of the farmers (I refer to submissions by Justin Stirk in particular).

Accordingly this road has deteriorated to such an extent that any thought that it may be used as an alternative to the R72 is misguided and irrational. I repeat, for this to be a viable option, it would require tarring from the Ghio turn off on the R72 right through to the end of the Southwell to Grahamstown road at - a distance of, I would guess, about 35kms. Anything less would be pointless, as were the Kenton bridge to be destroyed, the likelihood of the Kasouga and the Bushmans River bridges being destroyed at the same time, is almost a certainty. In fact, after the floods of 2012 the Kasouga bridge, on the R72 had to be closed for a period to undergo repairs, whilst the Kenton bridge remained open.

The below series of photographs depict the state of the DR 1950 from the intersection to the Causeway bridge, which we have repaired to make it passable.

It is possible to see that this road largely has no gravel surfacing left at all.

I have also added a picture to depict the steepness (with a vehicle in it) although the 2D effect does not show this too well

Blocked or lack of storm water drains

Severe gouging to the side of the road

Severe damage to the road by water on the surface due to blocked drains

Blocked and broken drainage pipes

Road completely devoid of gravel surface

Steep inclines completely impassable to trucks and low profile cars especially in the wet

Causeway:

We have previously (2005) applied to privatise the DR 1950 and therefore to maintain it ourselves. This was refused on the basis that it is an alternate route to the R72. However as described above this is not a workable option. Even were the roads Department to insist on this option, such a massive repair job is completely out of proportion to the usage of this road and would be done in a void without at least the same work being done to the Kasouga bridge further down the DR 1950 and an entire upgrade of the entire road as a whole. I reiterate; as a community asset the local community would far prefer the funds spent on upgrading and maintaining the DR 1949 which is our main access road and which in its current condition, is the cause of astronomical vehicle maintenance bills for the community as a whole.

We have in the meanwhile repaired the Causeway, at our own cost, to facilitate access for our game drive vehicles to the portion of the Reserve that lies to the west of the Kariega River.

Existing Causeway repaired by ourselves to facilitate access to our Game Vehicles.

The Kasouga bridge, to the East of the DR 1949 intersection is a far more necessary bridge requiring repairs. This bridge is not only used by farmers accessing the Charlgrove Auction Yard with cattle trucks, but is the only access for us to reach our Bush Lodge, situated on the northern side of the Kasouga river. Since the recent floods we have used our machinery and staff to make this bridge accessible to vehicles but it requires a complete rebuild to render it safe.

The severely damaged Kasouga bridge - West side approach with temporary repairs effected by the local residents

The severely damaged Kasouga bridge - East side approach

In Conclusion

The concept of spending hundreds of thousands of Rands on rebuilding the Kariega causeway in isolation is a complete waste of public funds. This road in its present state can never serve as alternate route to the R72.

The bridge over the Kasouga River is a far more strategic asset, used substantially more by the local residents and if any bridge were to be rebuilt, it should rather be this one.

SANRAL should urgently attend to the existing damage to the Kenton bridge and should constantly be vigilant to the status of this structure and its surrounds. Should this happen there will be no necessity for an alternate route.

APPENDIX F: ENVIRONMENTAL MANAGEMENT PROGRAMME (EMPR)

PROPOSED RECONSTRUCTION OF THE KARIEGA LOW LEVEL BRIDGE IN THE PROVINCE

Prepared for:

SMEC Engineers

On behalf of

Eastern Cape Department of Roads and Public Works Qhasana Building, Independence Avenue, Bhisho, 5605

Prepared by:

EOH Coastal & Environmental Services (CES) 13 Stanley Street Richmond Hill Also in Grahamstown, East London, Gauteng, Cape Town and Maputo

www.cesnet.co.za

June 2015

This Report should be cited as follows: Draft Environmental Management Plan: Proposed reconstruction of the Kariega Low Level Bridge, within the Ndlambe Municipality, Eastern Cape province, EOH Coastal & Environmental Services. June 2015. Port Elizabeth.

INTRODUCTION

An Environmental Management Programme (EMPr) must consist of a set of mitigation, monitoring and institutional measures to be taken during implementation and operation to eliminate adverse environmental and social impacts, offset them, or reduce them to acceptable levels. The plan also includes the actions needed to implement these measures.

ENVIRONMENTAL MANAGEMENT PROGRAMME

An Environmental Management Programme (EMPr) can be defined as, “an environmental management tool used to ensure that undue or reasonably avoidable adverse impacts of the construction, operation and decommissioning of a project are prevented; and that the positive benefits of the project are enhanced”.

EMPrs are very important tools in the sound environmental management of projects, provided the specifications are implemented and the user understands the contents of the report and the reasons for the implementation of certain specifications.

The EMPr has the following objectives:

 To state standards and guidelines which are required to be achieved in terms of environmental legislation.  To set out the mitigation measures and environmental specifications which are required to be implemented for all phases of the project in order to minimise the extent of environmental impacts, and to manage environmental impacts and where possible to improve the condition of the environment.  To provide guidance regarding method statements which are required to be implemented to achieve the environmental specifications.  To define corrective actions, this must be taken in the event of non-compliance with the specifications.  To prevent long-term or permanent environmental degradation.

The following principles have been used in the preparation of the EMP:

 Compliance with relevant legislation, standards, codes, and practices in the application of safe technologies;  Minimisation of impacts on the environment and human beings;  Performance of all activities in a safe and effective manner and maintenance of all equipment in good operating condition for the protection of the health and safety of all persons and to conserve the environment and property;  Focus on environment risk prevention;  Focus on occupational and public health, safety; and  The undertaking of all necessary precautions to control, remove, or otherwise correct any leaks and/or spills of hazardous materials, or other health and safety hazards.

There are essentially four broad categories of EMPs: Design EMP, Construction EMP, Operational EMP and Decommissioning EMP. The objectives of these EMPs are all the same and include; identifying the possible environmental impacts of the proposed activity, and developing measures to minimise, mitigate and manage the negative impacts while enhancing the positive ones. The difference between these EMPs is related to the different mitigation measures required for the different stages of the project life cycle.

The proposed low level bridge will not be decommissioned in the foreseeable future, and thus the decommissioning phase for this development is not further discussed. Each remaining category of EMP is discussed in more detail below.

Design EMP

The Design EMP is an integral component of the project life cycle and requires interaction between the design engineers and environmental consultants to ensure that the engineers are aware of the environmental constraints that must be considered and incorporated into the final design of the project.

The format of this design EMP is checklist in nature to ensure that all specifications are included in the design phase. The design EMP phase requires ongoing and in-depth discussions between the final design team and the environmental control officer. The engineer will have to cost for, and be available for, ongoing discussions with the environmental officer at all stages of final design.

The majority of the work is undertaken at a desktop level and thus impacts are negligible and will not be discussed in further detail.

Construction EMP

The Construction EMP details the environmental management system/framework within which construction activities will be governed for the Construction Phase. The Construction EMP consists of various actions, initiatives and systems that the contractor will have to ensure are in place and are undertaken. The Construction EMP consists of both a management system and environmental specifications which contain detailed specifications that will need to be undertaken or adhered to by the contractor.

The Construction EMP will need to be developed in parallel with the Final Design Stages, and constructive input should be invited from the selected contractor. Sound environmental management is orientated around a pragmatic, unambiguous but enforceable set of guidelines and specifications, and for this reason it is imperative that the contractor, while being bound by the EMP, fully understands it and has had input into its final development. For this reason the final construction EMP will need to be signed off after input from the selected contractor prior to the initiation of construction activities. It should, however, be noted that the contractor must tender on the existing document and that in areas of uncertainty, a precautionary approach to the environmental guidelines and specifications must be adopted

Operational and Maintenance EMP

The operational phase EMP provides specific guidance related to operational activities associated with a particular development. Operational EMPs are sometimes referred to as Environmental Management Systems (EMS).

Impacts during the operational phase of a development of this nature will be few in number and low in intensity. By taking pro-active measures during the construction phase, potential environmental impacts emanating during the operational phase will be minimised. Monitoring of certain issues such as the success of vegetation re-establishment and erosion control will be required to continue during operation.

The final Operational EMP should be developed in conjunction with any other relevant stakeholders prior to the adoption thereof.

CONTENTS OF THE ENVIRONMENTAL MANAGEMENT PROGRAMME (EMPR)

The contents of the Environmental Management Programme (EMPr), as it is defined the EIA Regulations published as Government Notice (GN) No R. 982 in Government Gazette No 38282 of 4 December 2014 in terms of Chapter 5 of the National Environmental Management Act No 107 of 1998 (NEMA), must be consistent with the below requirements and include –

(1) An EMPr must comply with section 24N of the Act and include-

(a) Details of (i) The EAP who prepared the EMPr; and (ii) The expertise of that EAP to prepare an EMPr, including a curriculum vitae;

(b) A detailed description of the aspects of the activity that are covered by the EMPr as identified by the project description;

(c) A map at an appropriate scale which superimposes the proposed activity, its associated structures, and infrastructure on the environmental sensitivities of the preferred site, indicating any areas that any areas that should be avoided, including buffers;

(d) A description of the impact management objectives, including management statements, identifying the impacts and risks that need to be avoided, managed and mitigated as identified through the environmental impact assessment process for all phases of the development including- (i) Planning and design; (ii) Pre-construction activities; (iii) Construction activities; (iv) Rehabilitation of the environment after construction and where applicable post closure; and (v) Where relevant, operation activities;

(e) A description and identification of impact management outcomes required for the aspects contemplated in paragraph (d);

(f) A description of proposed impact management actions, identifying the manner in which the impact management objectives and outcomes contemplated in paragraphs (d) and (e) will be achieved, and must, where applicable, include actions to - (i) Avoid, modify, remedy, control or stop any action, activity or process which causes pollution or environmental degradation; (ii) Comply with any prescribed environmental management standards or practices; (iii) Comply with any applicable provisions of the Act regarding closure, where applicable; and (iv) Comply with any provisions of the Act regarding financial provisions for rehabilitation, where applicable;

(g) The method of monitoring the implementation of the impact management actions contemplated in paragraph (f);

(h) The frequency of monitoring the implementation of the impact management actions contemplated in paragraph (f);

(i) An indication of the persons who will be responsible for the implementation of the impact management actions;

(j) The time periods within which the impact management actions contemplated in paragraph must be implemented;

(k) The mechanism for monitoring compliance with the impact management actions contemplated in paragraph (f);

(l) A program for reporting on compliance, taking into account the requirements as prescribed by the Regulations;

(m) An environmental awareness plan describing the manner in which- (i) The applicant intends to inform his or her employees of any environmental risk

which may result from their work; and (ii) Risks must be dealt with in order to avoid pollution or the degradation of the environment

(n) Any specific information that may be required by the competent authority.

Provided in the Sections that follow is the EMPr for the proposed development, based on the requirements of Regulation 33 of the EIA Regulations (GNR 982) as detailed above.

BASIC ASSESSMENT ISSUES AND MITIGATION MEASURES

The identification and significance of identified project related impacts (before and after mitigation is presented in the Basic Assessment Report (BAR). The BAR identified potential impacts and risks associated with the proposed development and these, contained in this EMPr, presents the preliminary actions, specifications and management commitments that need to be adhered to in order to mitigate or enhance the impacts of significance. These are detailed in the following sections.

DEFINITIONS

For the purposes of this EMP, the following definitions and abbreviations shall apply:

Alien Vegetation: Alien vegetation is defined as undesirable plant growth which shall include, but not be limited to all declared category 1 and 2 listed invader species as set out in the Conservation of Agricultural Resources Act (CARA) regulations. Other vegetation deemed to be alien shall be those plant species that show the potential to occupy in number, any area within the defined construction area and which are declared to be undesirable. This includes plant species identified as Alien and invasive species in the National Environmental Management Biodiversity Act of 2004, Alien and Invasive Species Regulations, 2014.

Cement laden water: Means water containing cement or concrete arising from the Contractor’s activities.

Contaminated water: Means water contaminated by the Contractor's activities such as with hazardous substances, hydrocarbons, paints, solvents and runoff from plant, workshop or personnel wash areas but excludes water containing cement/ concrete or silt.

Construction Camp: Construction camp (site camps) refers to all storage and stockpile sites, site offices, container sites, workshops and testing facilities and other areas required undertaking construction activities.

Environment: Environment means the surroundings within which humans exist and that could be made up of:-  The land, water and atmosphere of the earth;  Micro-organisms, plant and animal life;  Any part or combination of (i) and (ii) and the interrelationships among and between them; and  The physical, chemical, aesthetic and cultural properties and conditions of the foregoing that influence human health and well-being.

Environmental Aspect: An environmental aspect is any component of a contractor’s construction activity that is likely to interact with the environment.

Environmental Authorisation (EA) (formerly known as, Record of Decision): A written statement from the relevant environmental authority, with or without conditions, that records its approval of a planned undertaking to construct the low level bridge and the mitigating measures required to prevent or reduce the effects of environmental impacts during the life of a contract.

Environmental Control Officer (ECO): A suitably qualified and experienced person or entity appointed for the construction works, to perform the obligations specified in the EA.

Environmental Site Officer (ESO): An ESO is the site-based designated person responsible for implementing the environmental provisions of the construction contract and is appointed by the service provider that carries-out construction activities.

Environmental Impact: An impact or environmental impact is the change to the environment, whether desirable or undesirable, that will result from the effect of a construction activity. An impact may be the direct or indirect consequence of a construction activity.

Environmental Management Plan/Programme: An environmental management tool used to ensure that undue or reasonably avoidable adverse impacts of the construction, operation and decommissioning of a project are prevented; and that the positive benefits of the projects are enhanced.

Environmental Management System: The internationally accepted and recognized environmental management system (EMS) which enables companies, organizations and operations to systematically manage, prevent and reduce environmental problems and associated costs. In terms of ISO 14001 and EMS is defined as, “that part of the overall management system includes organizational structure, planning activities, responsibilities, procedures, processes and resources for developing, implementing, reviewing and maintaining the environmental policy.”

Environmental Policy: A statement by the organisation of its intentions and principles in relation to its overall environmental performance which provides a framework for action and for the setting of its environmental objectives and targets.

External Auditor: A suitably qualified and experienced independent expert as per the required auditor qualifications (ISO 14012).

His: Means his or her, as applicable.

Independent Environmental Consultant: A suitably qualified and experienced independent environmental consultant (IEC) appointed by the Engineer to perform the obligations specified in the Contract. The IEC shall provide reports to the regulatory authority, the Engineer and any other parties as specified by the regulatory authority.

Interested and Affected Party (I&AP): Refers to an I&AP party contemplated in section 24(4)(d) of the NEMA (1998, Act No. 107) and which, in terms of that section, includes – a) Any person, groups of persons, organisation interested in or affected by an activity, and; b) Any organ of state that may have jurisdiction over any aspect of the activity.

ISO 14001 Environmental Management System (ISO 14001): The internationally accepted and recognised Environmental Management System as reflected in the document SABS ISO 14001: 1996.

Method Statement: Is a written submission by the Contractor to the ECO in response to the EMP or to a request by the ECO, setting out the plant (construction equipment), materials, labour and method the Contractor proposes using to carry out an activity, identified by the relevant specification or the ECO when requesting the Method Statement. The Method Statement shall be in such detail that the ECO is able to assess whether the Contractor's proposal is in accordance with the EMP and/or will produce results in accordance with the EMP.

Mitigate: The implementation of practical measures to reduce the adverse impacts, or to enhance beneficial impacts of a particular action.

No-Go Area: Areas where construction activities are prohibited.

Pollution: According to the NEMA (Act No. 107 of 1998), pollution can be defined as, “Any change in the environment caused by (i) substances; (ii) radioactive or other waves; or (iii) noise, odours, dust or heat emitted from any activity, including the storage or treatment of waste or substances, construction and the provision of services, whether engaged in by any person or an organ of state, where that change has an adverse effect on human health or well-being or on the composition, resilience and productivity of natural or managed ecosystems, or on materials useful to people, or will have such an effect in the future”.

Potentially hazardous substance: Is a substance, which, in the reasonable opinion of the ECO, can have a deleterious effect on the environment. Hazardous Chemical Substances are defined in the Regulations for Hazardous Chemical Substances published in terms of the Occupational Health and Safety Act.

Reasonable: Means, unless the context indicates otherwise, reasonable in the opinion of the ECO, after he has consulted with ESO.

Rehabilitation: To re-establish or restore to a healthy, sustainable capacity or state.

Silt laden water: Means water containing sand and silt arising from the Contractor’s activities and/or as a result of natural run-off.

Site: The area in which construction is taking place.

Solid waste: Means all solid waste, including construction debris, chemical waste, excess cement/concrete, wrapping materials, timber, tins, cans, drums, wire, nails, food and domestic waste (e.g. plastic packets and wrappers).

Species of Special Concern: Those species listed in the rare, indeterminate, or monitoring categories of the South African Red Data Books, and/or species listed in globally near threatened, nationally threatened or nationally near threatened categories (Barnes, 1998).

Threatened species: Threatened species are defined as: a) species listed in the endangered or vulnerable categories in the revised South African Red Data Books or listed in the globally threatened category; b) species of special conservation concern (i.e. taxa described since the relevant South African Red Data Books, or whose conservation status has been highlighted subsequent to 1984); c) species which are included in other international lists; or d) species included in Appendix 1 or 2 of the Convention of International Trade in Endangered Species (CITES).

Topsoil: The top 100 mm of soil and may include top material e.g. vegetation and leaf litter.

BACKGROUND INFORMATION

Provided below is a brief description of the proposed Kariega Low Level Bridge Project.

The District Roads Engineer (DRE) proposes to reconstruct the Kariega River Low-Level Bridge on the gravel road en-route to Southwell just north of Kenton-on-Sea (Divisional Road, DR1950) (refer to Figure 1 included below). This was necessitated by the collapse of the original bridge in 2011 due to a high rainfall and subsequent flooding event. As a result, traffic has been forced to cross through the river. This poses a safety risk to all road users. The continuous traversing through the river is also causing damage to the river banks and the river bed. The proposed bridge will be approximately 35 meters in length and 5 meters wide. The scope of the engineering works includes the reconstruction of the low- level bridge with larger culverts to increase flow under the bridge, but will however still be designed to be flooded during extreme events.

The proposed crossing will comprise seven portal box culverts, each 2.4 metres wide by 1.8 metres high, laid parallel to the direction of flow in the river as it approaches the site of the crossing (see Appendix C). Each culvert will comprise six 1.2 metres-long precast concrete units, Class 75S to SANS 986 (Rectangular Box Culverts). The culverts will be founded on a cast-in situ reinforced concrete slab 200mm thick. The slab will be laid on the river bed after suitable levelling and grading and, where necessary, filling soft spots with dental concrete. The base slab will be extended about 3.5m upstream of the entrance to the culverts to provide smooth flow conditions at the culvert entrances, and about the same distance at the downstream ends to prevent erosion by exiting flow. Four cut-off walls approximately 600mm deep will be constructed beneath the slab at the upstream and downstream ends of the slab and at two places between to prevent water flowing under the slab and eroding the river bed beneath the structure.

Figure 1: Location of the proposed crossing, the insert shows the extent of the damage on the existing bridge.

The culverts will be laid about 2m apart, and the space between them filled with cement stabilised backfill material, with the upstream and downstream ends being sealed with a reinforced concrete wall. Reinforced concrete wing walls will be constructed at each side of the crossing to protect the river banks from erosion. The road slab will be a reinforced concrete slab approximately 200mm thick. The bed and banks of the river upstream and downstream of the crossing will be reinforced with Reno mattresses and stone-filled gabions respectively up to a certain level, above which the river banks side and the slopes of the road embankment and will be reinforced with grouted stone pitching. The crossing will have to be constructed in two cofferdams, since the river flows continuously except in drought conditions.

A water use authorisation in terms of Section 21 (c) and (i) of the National Water Act (Act 36 of 1998) was initially anticipated, however it has been determined that the exact location of the low- level crossing is within the upper reaches of the estuary and is thus the mandate of the Department of Oceans and Coasts. Discussions with the Department of Water and Sanitation and Oceans and Coasts have confirmed this. A formal letter indicating such has been requested and will be included in the Final Basic Assessment Report.

Figure 2: Proposed site plan

THE ENVIRONMENTAL POLICY

The contractor is required to compile an Environmental Management Policy, which must consider the following:

 The contractor’s mission, vision and core values;  Guiding principles;  Requirements of, and communication with I&APs;  The environmental specifications and intentions of the specifications must be upheld;  The need to work towards continual improvement;  The obligation to prevent pollution and ecological degradation;  The importance of coordination with other organisational policies (e.g. quality, occupational health and safety, etc.);  Site activities will be conducted in a manner that does not create a nuisance, risk or hazard to the natural environment;  Reference to specific local and/or regional conditions;  Employee and public health and safety must be considered a priority;  A commitment to compliance with relevant environmental laws, regulations, by-laws and other criteria to which the contractor subscribes.

The contractor (contractor is defined as principal contractor, sub-contractors and any employees retained on this project) is required to be familiar with the environmental policy (to be developed by the applicant) and all that it implies, and to adopt and implement the policy throughout the course of construction. The policy must be communicated to all employees and contractors (and sub- contractors) of the contractor, and made available to the public, if requested.

ENVIRONMENTAL OBJECTIVES AND TARGETS

In order to meet the commitments detailed within the Environmental Management Policy, as well as those included within the environmental specifications of this EMPr, the contractor shall develop environmental objectives and targets. The objectives and targets must conform to, and comply with, the following criteria:

 The objectives and targets shall constitute the overall goals for environmental performance identified in the environmental policy and strategy;  When establishing objectives and targets, the contractor shall take into account the identified environmental aspects and associated environmental impacts, as well as the relevant findings from environmental reviews and/audits;  The targets must be set to achieve objectives within a specified timeframe;  Targets should be specific and measurable;  When the objectives and targets are set, the contractor must establish measurable Key Performance Indicators (KPIs). The latter will be used by the contractor as the basis for an Environmental Performance Evaluation System, and can provide information on both the environmental management and the operational systems. Objectives and targets need to apply broadly across the contractor’s operations, as well as to site-specific and individual activities; and  Objectives and targets must be reviewed from time to time in view of changed operational circumstances and/or changes in environmental legal requirements, and need to take into consideration the views of the I&APs.

All objectives and targets must be supplied to the IEC or ECO for review and used during audits, as prescribed in the conditions of the EA.