2022 CCEA A-Level Geography 3910 Practice Paper with Answers

(i) Constructive (divergent) margin: two plates move apart from one another, driven by mantle convection currents. As the plates separate, pressure on the underlying mantle is reduced, causing partial melting and the rise of basaltic magma to fill the gap. This magma cools and solidifies to form new oceanic crust, building an oceanic ridge. Where this ridge rises above sea level, as along the Mid-Atlantic Ridge through Iceland, it produces gentle, effusive volcanic activity (shield volcanoes and fissure eruptions of runny basaltic lava) and shallow-focus earthquakes caused by the plates fracturing as they pull apart.

(ii) Destructive oceanic-continental margin: where an oceanic plate meets a continental plate, the denser oceanic plate is forced down beneath the less dense continental plate in a process called subduction, typically at a steep angle, forming a deep ocean trench at the point of collision (e.g. the Peru-Chile Trench, where the Nazca Plate subducts beneath the South American Plate). As the oceanic plate descends, friction and increasing heat and pressure cause partial melting of the subducted crust and surrounding mantle. The resulting magma, being less dense than the surrounding rock, rises through the overlying continental crust, and where it reaches the surface it produces explosive, viscous, silica-rich eruptions building composite (stratovolcanoes), as seen along the Andes mountain chain. The friction between the two plates as one is forced beneath the other also generates powerful earthquakes at a range of depths (shallow near the trench to deep further inland along the subduction zone, forming a Wadati-Benioff zone).
Final answer: constructive margin (e.g. Mid-Atlantic Ridge through Iceland): plates move apart, pressure release causes partial melting in the mantle, basaltic magma rises to fill the gap and cools to form new oceanic crust, producing shield volcanoes/fissure eruptions and shallow-focus earthquakes; destructive oceanic-continental margin (e.g. Nazca Plate subducting beneath the South American Plate at the Peru-Chile Trench): the denser oceanic plate is forced down (subducted) beneath the less dense continental plate at a steep angle, friction and heat cause partial melting of the subducted crust, generating magma that rises through the continental crust to form composite volcanoes (e.g. the Andes) and producing powerful earthquakes at varying depths

Level 1 (1-2 marks): basic, generalised statements about plate movement with little accurate process detail and/or no named example.
Level 2 (3-5 marks): sound description of processes at one or both margins with some accurate detail; named example(s) given but underdeveloped, or one margin covered well and the other only briefly.
Level 3 (6-8 marks): detailed, accurate explanation of the processes at BOTH margins (plate movement, magma generation, resultant landforms/hazards), with correctly used named examples (e.g. Iceland/Mid-Atlantic Ridge; Nazca/South American Plate, Andes) integrated to illustrate the processes described. Full marks require balanced, accurate coverage of both margin types.

(i) Spit: A spit forms through the process of longshore drift, in which sediment (sand and shingle) is moved along the coast in a zig-zag pattern — swash carries material up the beach at the angle of the prevailing wind/wave approach, while backwash returns it straight down the beach under gravity, resulting in net movement of material along the shore. Where the coastline changes direction sharply, for example at a river or estuary mouth (as at Spurn Head, on the Yorkshire Holderness coast, where the coastline turns into the Humber Estuary), longshore drift continues to carry and deposit sediment in roughly the same direction, beyond the point where the land itself turns inland. This builds a narrow ridge of deposited material projecting out from the coast, attached to the land at one end (the proximal end) and free at the other (the distal end). Where wave refraction around the end of the spit, or a secondary, less dominant wind/wave direction, causes deposition to curve, a hooked or recurved end can develop.

(ii) Bar: A bar forms by a very similar longshore drift process, but where deposition continues right across the full width of a bay or the mouth of a river/estuary, joining two headlands or areas of higher land on either side, rather than trailing off into open water as a spit does. As at Slapton Ley in Devon, where a shingle bar (part of Slapton Sands) extends across the mouth of a small valley, this cuts off the water behind the bar from the open sea, often creating a lagoon (a freshwater or brackish body of water) landward of the bar.
Final answer: spit (e.g. Spurn Head, Yorkshire coast): longshore drift transports sediment along the coast in the direction of the prevailing/dominant wind and wave approach; where the coastline changes direction abruptly (e.g. at a river/estuary mouth), sediment continues to be deposited in open water beyond the bend, building a narrow ridge of sand/shingle attached to the land at one end and often curving (a recurved end) due to wave refraction or a secondary wind direction; bar (e.g. across Slapton Ley, Devon): a similar longshore-drift-built ridge of sediment forms right across a bay or estuary mouth (rather than trailing off into open water), joining two headlands and cutting off/enclosing the water behind it as a lagoon

Level 1 (1-2 marks): basic statement that spits/bars are formed by deposition, with little accurate process detail and/or no named example.
Level 2 (3-5 marks): sound description of the longshore drift process with reasonable accuracy, covering one landform well or both landforms only briefly; named example(s) present but underdeveloped.
Level 3 (6-8 marks): detailed, accurate explanation of longshore drift (swash/backwash) applied correctly to BOTH the formation of a spit (change in coastline direction, proximal/distal end, possible recurved end) and a bar (deposition joining two areas of land, enclosed lagoon), integrating named examples (e.g. Spurn Head; Slapton Ley/Sands) to illustrate the processes described.

Japan sits directly above a destructive (subduction) plate margin, where the dense oceanic Pacific Plate is forced beneath the lighter continental North American Plate. Subduction zones like this are capable of generating megathrust earthquakes of very high magnitude (here, 9.0) because enormous strain builds up as the plates lock together before rupturing suddenly.

Because the earthquake's focus was offshore and shallow (around 30km beneath the seabed), the sudden vertical displacement of the seabed during rupture directly displaced a huge volume of ocean water above it, generating a large tsunami rather than the shaking alone accounting for most of the damage. This is a characteristic hazard of undersea subduction-zone earthquakes that a similarly sized earthquake on land would not produce in the same way.

The severity of the tsunami was then made worse by the local coastal geography of the Sanriku coast: its narrow, funnel-shaped inlets (rias) compress and amplify incoming wave energy, which is why run-up heights reached as much as 40m in places rather than a more typical few metres. This wave height and energy exceeded what existing sea defences (built for smaller, more typical tsunami events) and the flood protection at the Fukushima Daiichi plant were designed to withstand, which is why the plant was flooded and suffered reactor meltdowns, compounding the disaster with a nuclear hazard alongside the earthquake and tsunami hazards themselves.
Final answer: Japan's location directly above a destructive (subduction) plate margin, where the dense Pacific Plate subducts beneath the North American Plate, makes it prone to powerful megathrust earthquakes; the offshore, undersea location of the rupture meant the sudden vertical displacement of the seabed generated a large tsunami, and the narrow, funnel-shaped coastal inlets of the Sanriku coast amplified wave run-up heights to around 40m in places, overwhelming coastal defences and the Fukushima nuclear plant's flood protections

Level 1 (1-3 marks): basic restatement of resource facts with limited explanation of tectonic cause; little reference to the resource.
Level 2 (4-6 marks): sound explanation linking the subduction setting to the earthquake and/or tsunami, using some resource detail, but not fully developing both the tectonic mechanism and the coastal amplification factor.
Level 3 (7-9 marks): detailed, resource-grounded explanation covering: the destructive/subduction plate setting and why it generates high-magnitude earthquakes; the mechanism by which an offshore, shallow-focus rupture generates a tsunami; and the role of local coastal geography (funnel-shaped inlets) in amplifying wave height, linked explicitly to the consequences described in the resource (defences overwhelmed, Fukushima flooded). Answers not referring to the resource are capped at Level 2.

Groynes are hard-engineering structures built perpendicular to the shore, designed to interrupt longshore drift and trap sediment travelling along the coast. At Mappleton, the groynes trap sand and shingle moving southwards along the Holderness coast, building up a wider beach immediately to the north (updrift) of the groynes. A wider beach absorbs and dissipates more wave energy before it reaches the cliffs, providing greater natural protection there.

However, this same trapping of sediment means that beaches further south (downdrift) of the groynes no longer receive their natural supply of sediment, since it has been captured before it could travel that far. With less sediment reaching them, these beaches become narrower and thinner over time, offering less of a buffer against wave energy. As a direct result, the soft boulder-clay cliffs on this now sediment-starved stretch of coastline south of Mappleton are exposed to greater direct wave attack and have been observed to erode more quickly than they did before the groynes were built. This phenomenon — accelerated erosion immediately downdrift of a structure that interrupts longshore drift — is known as the terminal groyne effect, and illustrates how hard engineering that protects one stretch of coastline can transfer, rather than solve, the erosion problem to a neighbouring, undefended stretch.
Final answer: the groynes at Mappleton trap sediment moving south along the coast by longshore drift, building up wider protective beaches immediately updrift (north) of the groynes; this starves the coastline further south (downdrift) of the sediment supply it would naturally have received, leaving those beaches narrower and less able to absorb wave energy, so cliffs there are exposed to greater wave attack and erode faster than before — this is known as the terminal groyne effect

Level 1 (1-3 marks): basic statement that groynes affect erosion, with limited explanation and little use of the resource.
Level 2 (4-6 marks): sound explanation of groynes trapping sediment and reducing supply further along the coast, using some resource detail, but the mechanism (why less sediment causes faster erosion) is only partially developed.
Level 3 (7-9 marks): detailed, resource-grounded explanation of the full mechanism: groynes trap longshore drift sediment, building up beaches updrift; downdrift beaches become sediment-starved and narrower; narrower beaches provide less energy dissipation, exposing cliffs to greater wave attack and faster erosion; correct identification/application of the terminal groyne effect. Answers not referring to the resource are capped at Level 2.

Case study: Soufrière Hills volcano, Montserrat (1995 onwards).

Causes: Montserrat lies within the Lesser Antilles volcanic island arc, formed at a destructive plate margin where the Atlantic (North American) Plate subducts beneath the Caribbean Plate. Partial melting of the subducted oceanic crust generates viscous, silica-rich magma that rises slowly through the overlying Caribbean Plate. After centuries of dormancy, the Soufrière Hills volcano began erupting in July 1995 as this magma reached the surface, producing a lava dome that periodically grew and collapsed, generating pyroclastic flows (fast-moving currents of hot gas and volcanic material) and heavy ashfall.

Immediate impacts: The capital, Plymouth, in the south of the island, was progressively buried by ash and damaged by pyroclastic flows through 1996-1997, and was ultimately abandoned and declared uninhabitable — it remains buried and within an exclusion zone to this day. The southern two-thirds of the island were designated an exclusion zone because of the ongoing risk of pyroclastic flows. A large proportion of Montserrat's roughly 11,000 pre-eruption population left the island permanently (many relocating to the UK or neighbouring Caribbean islands such as Antigua), while others were internally displaced to the safer north.

Evaluation of preparation and response: As a British Overseas Territory, Montserrat's response was closely supported by the UK government, which provided emergency aid, funded resettlement, and helped build new infrastructure (including a new airport and the development of Little Bay in the north as a new administrative centre and prospective capital) in the safer part of the island. The Montserrat Volcano Observatory (MVO) was established to monitor the volcano continuously, and this ongoing monitoring, combined with the enforced exclusion zone, was effective in minimising the direct loss of life from an eruption of this scale and duration — a genuinely positive outcome of the response. However, preparation could not prevent very substantial long-term costs: the loss of the capital and much of the island's infrastructure, farmland and heritage; a sustained population exodus that permanently altered the island's size and economy; and a long period of dependence on external (UK) aid for reconstruction. Overall, the response can be judged broadly effective in protecting life through monitoring and exclusion, but far less effective in preventing the massive social, economic and cultural disruption caused by an eruption that has, at various points, continued at a reduced level for decades.
Final answer: case study: Soufrière Hills volcano, Montserrat (1995 onwards) — dormant volcano on a destructive plate margin in the Lesser Antilles arc reactivated in July 1995; pyroclastic flows and ash destroyed the capital, Plymouth, by 1997, rendering the southern two-thirds of the island an exclusion zone and forcing roughly two-thirds of the population to leave; response included setting up the Montserrat Volcano Observatory for monitoring, evacuation and exclusion zones, and UK (as the governing overseas territory) aid funding to build new infrastructure and a new settlement in the safer north of the island; response was broadly effective in minimising loss of life through evacuation, though preparation could not prevent major long-term economic, social and heritage losses and permanent displacement

Level 1 (1-6 marks): basic, generalised account of a volcanic eruption; case study named but with limited accurate place-specific detail; little or no evaluation of preparation/response; weak QWC.
Level 2 (7-12 marks): sound case study knowledge covering causes and impacts with reasonable accuracy and place-specific detail, but evaluation of response is one-sided, undeveloped, or only one of the two bullet requirements is well addressed; adequate QWC. Answers omitting either bullet, or lacking place-specific reference, are capped at Level 2 (12/18) maximum.
Level 3 (13-18 marks): detailed, accurate, place-specific account of the causes and immediate impacts of the eruption AND a balanced, well-evidenced evaluation of the effectiveness of preparation and response, referring to specific measures (e.g. monitoring, exclusion zones, aid, resettlement) and specific consequences (e.g. Plymouth's abandonment, population displacement). Excellent QWC: clear structure, accurate terminology, coherent argument throughout.

Case study: South Devon and Dorset (the Jurassic Coast), a stretch of eroding coastline containing towns such as Lyme Regis alongside soft, geologically unstable cliffs prone to landslides, and low-lying rural and environmentally valuable stretches.

Range of strategies used: Hard engineering has been concentrated around higher-value settlements. At Lyme Regis, sea walls, rock armour (large boulders placed at the base of cliffs/the harbour wall) and revetments have been used to absorb wave energy and reduce the risk of further landslides threatening properties, roads and the historic harbour (the Cobb). Groynes have also been used at various points along the coast to trap sediment moving by longshore drift and build up protective beaches in front of settlements. Alongside this, soft engineering has been used more widely: beach nourishment (importing and depositing sand and shingle) has been used to widen and rebuild protective beaches at several points, working with natural coastal processes rather than fighting them directly. At some less economically valuable stretches of coast, a managed retreat or 'do nothing except monitor' approach has been adopted, allowing the cliffs to erode naturally, partly because this stretch is valued precisely for its actively eroding, fossil-rich geology (the Jurassic Coast is a UNESCO World Heritage Site, in part because ongoing erosion continually exposes new fossils).

Evaluation: Hard engineering at Lyme Regis has been broadly effective in protecting high-value property, infrastructure and tourist income directly in front of the defences, and has allowed the town to continue functioning despite a long history of instability. However, hard defences are expensive to build and maintain, can be visually intrusive in a coastline valued for its natural scenery and heritage status, and risk starving beaches further along the coast of sediment, potentially increasing erosion elsewhere (a trade-off rather than a true solution). Soft engineering strategies such as beach nourishment and managed retreat are generally more sustainable in the long term, working with rather than against natural coastal processes, and are lower-cost per year, but nourished beaches require regular, ongoing replenishment as material is removed again by wave action, and managed retreat necessarily accepts continued loss of land, which is only acceptable where the land has low economic value or where the process itself (exposing fossils) is valued. Overall, the case study shows that no single strategy is appropriate everywhere along a diverse coastline: an approach that matches hard engineering to genuinely high-value sites (like Lyme Regis) and softer, more sustainable strategies to lower-value or environmentally significant stretches represents the most effective and sustainable balance, though tensions between protecting property and preserving natural coastal processes and heritage value remain an ongoing management challenge.
Final answer: case study: South Devon and Dorset (Jurassic Coast) — hard engineering includes sea walls and rock armour/revetments at towns such as Lyme Regis to protect properties and the harbour from wave attack and landslides, and gabions/groynes at various points to trap sediment; soft engineering includes beach nourishment (adding sand/shingle to build up protective beaches) and, at some sites, managed retreat/realignment where cliffs are allowed to erode naturally because the land is low-value farmland or environmentally significant; hard engineering is effective at protecting high-value settlements and infrastructure but is costly, can look unnatural, and can starve neighbouring coasts of sediment, while soft engineering works with natural processes and is generally more sustainable and lower-cost long-term but offers less certain protection to sites of high economic value, making a mixed strategy tailored to the value of the land at each point along the coast the most effective overall approach

Level 1 (1-6 marks): basic, generalised list of hard and/or soft engineering strategies; case study named but with limited accurate place-specific detail; little or no evaluation; weak QWC.
Level 2 (7-12 marks): sound outline of a range of hard and soft strategies with reasonable place-specific detail, but evaluation is one-sided, underdeveloped, or only one of the two bullet requirements is well addressed; adequate QWC. Answers omitting either bullet, or lacking place reference, are capped at Level 2 (12/18) maximum.
Level 3 (13-18 marks): detailed, accurate, place-specific outline of a genuine range of both hard and soft engineering strategies used along the case-study coastline, AND a balanced, well-evidenced evaluation weighing effectiveness, cost, sustainability and impact on both human and physical environment (including trade-offs such as sediment starvation or the value of ongoing natural erosion). Excellent QWC: clear structure, accurate terminology, coherent evaluative argument throughout.

Cultural groups exist because human populations, over time, develop shared characteristics — a common language, religion, ethnicity, history, customs or traditions — within a particular place or community. These shared characteristics are reinforced across generations through shared institutions such as schools, places of worship, family structures and local media, and through the group's sense of contrast with neighbouring or dominant groups who do not share the same characteristics. This shared identity gives members of the group a sense of belonging and a distinct cultural identity that can persist strongly even within a wider, more diverse nation-state.

Cultural nationalism refers to the active promotion and assertion of a distinct cultural identity, particularly where a group perceives its culture to be a minority within, or under pressure from, a wider or dominant national culture. This can be expressed in several ways: through language policy (for example, legally requiring or promoting use of the group's own language in schools, government and public signage); through political movements campaigning for greater autonomy or independence; through the promotion of distinct cultural festivals, symbols, flags and media; and through education systems that emphasise the group's own history and traditions. A well-known example is the Quebecois cultural nationalism movement within Canada: Quebec, a majority French-speaking province within a predominantly English-speaking country, has enacted language laws (such as requiring French to be the primary language of business and signage), maintains a distinct education and media system, and has seen political movements advocating greater autonomy or independence for the province, all as expressions of its cultural nationalism.
Final answer: cultural groups exist because people who share a common language, religion, ethnicity, history or set of traditions within a particular place develop a shared identity and sense of belonging that distinguishes them from other groups, often reinforced over generations by shared institutions (schools, places of worship, media) and by contrast with neighbouring or dominant groups; cultural nationalism is the promotion and assertion of that distinct identity, e.g. Quebec's promotion of the French language and Quebecois identity within predominantly English-speaking Canada, expressed through language laws, education policy, distinct media and political movements

Level 1 (1-2 marks): basic, generalised statement that groups have different cultures, with little explanation of why or no named example.
Level 2 (3-5 marks): sound explanation of why cultural groups exist (shared characteristics/identity) and/or a description of cultural nationalism, but not both developed together, or named example underdeveloped.
Level 3 (6-8 marks): detailed, accurate explanation of why cultural groups form and persist (shared language/religion/ethnicity/history, reinforcing institutions, contrast with other groups) AND a clear description of cultural nationalism as its assertion, integrating a named example (e.g. Quebec) to illustrate specific expressions of cultural nationalism.

Mass tourism developed into a global industry primarily because two long-term trends combined to make international travel accessible to a mass market rather than only the wealthy. First, developments in transport dramatically cut the cost and time of travel: the introduction of jet aircraft from the 1960s onwards, and later the growth of low-cost, no-frills airlines, made destinations such as the Spanish Costas or Caribbean islands reachable within a few hours' flight at a fraction of historic costs. Second, rising disposable incomes and increasing paid holiday entitlement in developed economies from the mid-20th century onwards meant that ordinary working households, not just the elite, could now afford to travel abroad for leisure. These trends were reinforced by the growth of package holidays, which bundled flights, transfers and accommodation together at a low, predictable price, removing much of the cost and organisational barrier to travelling abroad, and more recently by internet access, which has allowed travellers to research, compare and book flights and accommodation directly and cheaply, without needing a travel agent.

The Butler Model (Tourist Area Life Cycle) describes how a tourist resort's visitor numbers typically change over time as it develops. In the exploration stage, small numbers of adventurous tourists 'discover' the destination, with little tourist infrastructure. In the involvement stage, local people begin to provide basic services, and visitor numbers slowly rise. In the development stage, large-scale, often external investment builds hotels and infrastructure, and visitor numbers rise steeply as the resort is marketed to a mass market. In the consolidation stage, growth slows as the resort matures and becomes part of the established tourism market. In the stagnation stage, visitor numbers peak and the resort becomes reliant on repeat visitors, with capacity limits and declining novelty appeal. Beyond this point, the model predicts the resort will either decline, as visitor numbers fall and tourists move to newer destinations, or rejuvenate, if the resort successfully reinvests in new attractions or repositions itself to attract a new generation of tourists, restarting a period of renewed growth.
Final answer: cheaper, faster transport (e.g. the growth of low-cost airlines and jet aircraft, making destinations such as the Spanish Costas or Caribbean accessible within a few hours) combined with rising disposable incomes and paid holiday entitlements in developed countries allowed mass numbers of ordinary people, not just the wealthy, to afford international travel, further boosted by package holidays bundling flights/accommodation cheaply and, more recently, internet booking removing the need for travel agents; the Butler Model (Tourist Area Life Cycle) describes a resort passing through stages of exploration, involvement, development, consolidation, stagnation and then either decline or rejuvenation, as visitor numbers first rise steeply then plateau and eventually fall unless the resort reinvents itself

Level 1 (1-2 marks): basic statement that transport/income growth enabled tourism, with little accurate detail and/or no named example; Butler Model not described or named only.
Level 2 (3-5 marks): sound explanation of drivers of mass tourism growth OR a reasonable description of the Butler Model stages, but not both developed together; named example(s) underdeveloped.
Level 3 (6-8 marks): detailed, accurate explanation of BOTH the transport/income/package-holiday/internet drivers of mass tourism growth (with a named example) AND a clear, correctly sequenced description of the Butler Model's stages (exploration through to stagnation and decline/rejuvenation).

Out-migration from peripheral rural communities like Achill Island is typically age-selective: it is predominantly younger people of working and studying age who leave, because the push factors driving migration — a lack of local employment opportunities and limited access to further/higher education — affect this age group most directly, while older residents are more likely to remain rooted in the community by property, family ties and lower demand for the opportunities driving the young to leave.

This selective loss of younger residents has a direct and compounding effect on service provision. As the resource shows, the remaining population becomes increasingly older on average. An ageing, shrinking population reduces demand for services that depend on younger age groups specifically — most obviously schools, which face falling pupil numbers and the threat of closure or amalgamation, but also shops, clubs and other services that rely on a broad, economically active customer base to remain financially viable. As these services close or reduce, in turn, the area becomes still less attractive to young families or potential in-migrants who might otherwise be drawn to live there, and existing young residents have even less reason to stay — reinforcing the original out-migration trend in a self-perpetuating, negative spiral of rural decline. Over time, this can leave a smaller, older, more service-poor and more isolated community than existed before the migration began.
Final answer: out-migration is selective, disproportionately removing younger working-age people who leave for employment, education and opportunities unavailable locally, leaving behind an ageing population with a smaller economically active base; this shrinks the customer base for schools, shops and other local services, which then become unviable and close, creating a negative spiral (a smaller, older, more isolated community with declining services further reduces the area's appeal to any potential returners or newcomers)

Level 1 (1-3 marks): basic statement that migration reduces population and affects services, with limited explanation and little use of the resource.
Level 2 (4-6 marks): sound explanation of age-selective out-migration reducing demand for some services, using some resource detail, but the negative spiral/cumulative effect only partially developed.
Level 3 (7-9 marks): detailed, resource-grounded discussion covering: the age-selective nature of out-migration and why it occurs; the direct impact of an ageing, shrinking population on the viability of specific services (schools, shops); and the cumulative/self-reinforcing (negative spiral) nature of further decline. Answers not referring to the resource are capped at Level 2.

A honeypot site is a location that attracts a disproportionately large concentration of visitors relative to its size, usually because of a particularly attractive or well-known feature (here, a photogenic viewpoint). This creates two related sets of challenges shown in the resource.

First, capacity challenges: the village's roads, parking, toilets and shops were built to serve a resident population of only around 500, but must now cope with over 15,000 visitors on a single peak weekend — a volume utterly disproportionate to the settlement's normal infrastructure. This mismatch directly causes the traffic congestion and parking shortages described, as narrow rural roads never designed for such volumes become gridlocked, and it places acute pressure on services such as public toilets and shops, which struggle to meet demand many times greater than their normal capacity.

Second, environmental degradation: because visitors concentrate heavily on a small number of attractive features (here, the village's most photographed viewpoint), the resulting repeated trampling by thousands of feet compacts the soil and strips away vegetation cover. As the resource shows, paths that were originally under 1m wide have widened to over 5m in places as walkers spread out to avoid muddy or damaged ground, exposing bare soil and tree roots. This bare, compacted ground is then more vulnerable to further erosion by rain and wind, since there is no vegetation left to bind the soil or absorb rainfall, risking a worsening spiral of environmental damage around the site.

Together, these pressures — congestion, service strain, environmental damage and litter — reduce both the quality of the visit for tourists (who experience crowding and a degraded, less attractive environment) and the quality of life for the small permanent resident population, who must live with the disruption, strain on local services and environmental damage on an ongoing seasonal basis.
Final answer: a honeypot site attracts a disproportionately large number of visitors relative to its size, so infrastructure built for a small resident population (roads, parking, toilets, shops) becomes overwhelmed, causing congestion and service strain; concentrated visitor footfall in a small area (e.g. a popular viewpoint) causes physical environmental damage such as footpath erosion, as repeated trampling compacts and strips vegetation, widens paths and exposes bare soil vulnerable to further erosion by rain and wind; the resulting congestion, erosion and litter reduce both the quality of the visitor experience and the quality of life for the small resident population

Level 1 (1-3 marks): basic statement that many visitors cause problems, with limited explanation and little use of the resource.
Level 2 (4-6 marks): sound explanation of EITHER the infrastructure/capacity challenge OR the footpath erosion challenge, using some resource detail, but not both developed together.
Level 3 (7-9 marks): detailed, resource-grounded explanation of BOTH the capacity/service-strain challenge (disproportionate visitor numbers vs. small resident infrastructure) AND the physical erosion mechanism (trampling, path widening, exposed bare soil, further vulnerability to erosion), linked to the specific figures given in the resource. Answers not referring to the resource are capped at Level 2.

Case study: the European Union's response to immigration.

Nature of the response: The EU manages migration through a combination of policies operating at different scales. Within the Schengen Area, internal borders between most member states have been removed, allowing free movement of EU citizens for work, study and residence — a policy response to intra-EU (largely documented, voluntary) migration. At the EU's external border, a common border and coastguard agency (Frontex) coordinates border management and search-and-rescue operations, particularly along routes used by irregular migrants crossing the Mediterranean. In response to large migration flows, particularly during the 2015 migration crisis, the EU introduced relocation and resettlement quota schemes intended to share asylum seekers more evenly between member states, and has negotiated agreements with transit countries (such as Turkey) aimed at reducing irregular crossings in exchange for financial and other support.

Evaluation: This response has been effective in some respects: the Schengen framework has enabled substantial labour mobility and economic integration within the EU, addressing labour shortages in some member states and providing clear legal routes for documented migration between them. Frontex-coordinated operations have also facilitated rescue efforts for migrants in distress at sea. However, the response has been considerably less effective in managing irregular and asylum-driven immigration: frontline Mediterranean states such as Italy and Greece have borne a disproportionate share of new arrivals and reception responsibilities, and proposed relocation quota schemes have faced significant political resistance and non-compliance from some member states, undermining the goal of shared responsibility. Irregular Mediterranean crossings, and the associated risk of death at sea, have also continued despite these measures, highlighting a persistent gap between policy intentions and outcomes on the ground. Socially and economically, this uneven response has fuelled political tension both between member states and within them, with immigration becoming a highly contested political issue in several countries. Overall, the EU's response can be judged partially effective — providing an organised legal and operational framework, but falling short of resolving the underlying tensions between humanitarian obligations, national sovereignty, and equitable burden-sharing across the bloc.
Final answer: case study: the European Union's response to migration — includes the Schengen Area's internal open borders alongside a common external border managed by Frontex, resettlement/relocation quota schemes for asylum seekers between member states, and bilateral/EU-level agreements with transit countries to manage irregular crossings; response has been effective in providing a legal framework for labour mobility within the EU and organising rescue/reception at key entry points, but has struggled with uneven burden-sharing between frontline states (e.g. Italy, Greece) and other members, political disagreement over relocation quotas, and continuing irregular Mediterranean crossings and deaths, showing only partial effectiveness in managing both the humanitarian and political dimensions of the issue

Level 1 (1-6 marks): basic, generalised statement about immigration policy; case study named but with limited accurate detail; little or no evaluation; weak QWC.
Level 2 (7-12 marks): sound outline of the government/international response with reasonable accuracy, but evaluation is one-sided, undeveloped, or only one of the two bullet requirements well addressed; adequate QWC. Answers omitting either bullet, or lacking place reference, are capped at Level 2 (12/18) maximum.
Level 3 (13-18 marks): detailed, accurate outline of specific policy mechanisms (e.g. Schengen, Frontex, relocation quotas, transit-country agreements) AND a balanced, well-evidenced evaluation of their effectiveness, including both successes and specific shortcomings (uneven burden-sharing, continued irregular crossings, political tension). Excellent QWC: clear structure, accurate terminology, coherent evaluative argument throughout.

Case study: Mallorca's tourism management policy, Balearic Islands, Spain.

Challenges the policy addressed: decades of rapid, large-scale mass tourism development along Mallorca's coastline produced serious challenges. Extensive high-rise hotel construction, particularly from the 1960s-1980s, altered and, in places, degraded the natural coastline and landscape. The sheer volume of visitors placed severe strain on the island's limited fresh water supplies and waste infrastructure, especially during the peak summer season when the tourist population can vastly exceed the resident population. Certain resorts, notably Magaluf, also developed a reputation for antisocial behaviour associated with cheap all-inclusive package holidays and heavy alcohol promotion, creating social disturbance for residents and damaging the island's broader reputation as a destination.

Policy response and evaluation: In response, Balearic authorities introduced a sustainable tourism tax (an 'eco-tax'), a small nightly charge per visitor used to fund environmental restoration, heritage conservation and infrastructure improvement projects. Restrictions have also been placed on new hotel bed capacity and on further large-scale development in already saturated coastal areas, aiming to cap further physical growth. To tackle antisocial behaviour, by-laws have restricted practices such as street alcohol promotion, unlimited-drinks offers and public drinking in the worst-affected resort areas.

These measures have achieved some genuine success: the tourist tax has generated meaningful funding for environmental and heritage projects that would not otherwise have been financed, and behavioural by-laws have had some moderating effect on the most extreme excesses in resorts like Magaluf. However, the policy has faced resistance from parts of the tourism industry, who argue the tax and restrictions raise costs and could reduce visitor numbers and revenue in an economy heavily dependent on tourism income and employment. Fundamental pressures — overcrowding during peak season, ongoing water stress, and the island's deep economic dependence on continued high visitor numbers — remain largely unresolved, since the policy manages and mitigates rather than fundamentally reduces the scale of mass tourism itself. Overall, the policy can be judged as only partially effective: a genuine, positive step towards more sustainable and better-regulated tourism, but one that has not resolved the underlying tension between Mallorca's economic reliance on mass tourism and the environmental and social carrying capacity of the island.
Final answer: case study: Mallorca's tourism management policy — decades of rapid mass-tourism development produced overcrowding, high-rise overdevelopment of the coastline, strain on water supplies, and a 'lager lout'/binge-drinking reputation for social disorder in resorts such as Magaluf; policy responses have included an eco-tax (sustainable tourism tax) charged per visitor per night to fund environmental and infrastructure projects, tighter restrictions/bans on new hotel building and all-inclusive deals in oversaturated areas, and by-laws restricting excessive drinking and street promotion in resort areas; these measures have had some success in raising funds for restoration and moderating the worst behavioural excesses, but have faced resistance from the tourism industry over lost revenue, and overcrowding, water stress and dependence on a tourism-driven economy remain significant ongoing challenges, showing only partial effectiveness

Level 1 (1-6 marks): basic, generalised statement about tourism problems and management; case study named but with limited accurate detail; little or no evaluation; weak QWC.
Level 2 (7-12 marks): sound outline of challenges and the policy response with reasonable accuracy, but evaluation is one-sided, undeveloped, or only one of the two bullet requirements well addressed; adequate QWC. Answers omitting either bullet, or lacking place reference, are capped at Level 2 (12/18) maximum.
Level 3 (13-18 marks): detailed, accurate, place-specific outline of the mass-tourism challenges (e.g. overdevelopment, water stress, antisocial behaviour) AND a balanced, well-evidenced evaluation of specific policy measures (eco-tax, development restrictions, behavioural by-laws), weighing genuine successes against continuing/unresolved pressures. Excellent QWC: clear structure, accurate terminology, coherent evaluative argument throughout.

A Decision Making Exercise answer should take the form of a formal written report, not a continuous essay, addressed to the body that commissioned it (here, the Department for Infrastructure), with a clear title identifying the proposal under consideration. The report should be organised under the designated sub-headings, presented in order: Section A: Introduction and the Need for the Project; Section B(i): Employment and Economic Impact (with Counterarguments); Section B(ii): Environmental Impact (with Counterarguments); and Section C: Conclusion and Justified Decision. Presenting the answer under these headings, in this order, ensures the report is easy for the commissioning body to navigate and directly addresses each required element of the brief.
Final answer: a formal report addressed to the Department for Infrastructure, with a title, and the sub-headings, in order: Section A: Introduction and the Need for the Project; Section B(i): Employment and Economic Impact (with Counterarguments); Section B(ii): Environmental Impact (with Counterarguments); Section C: Conclusion and Justified Decision

1 mark: report is correctly presented in formal report format (not essay format), addressed appropriately and titled.
1 mark: all four designated sub-headings given, in the correct order (Section A; Section B(i); Section B(ii); Section C), matching the structure specified in the exercise.
Total [2].

An effective opening statement must immediately and explicitly establish the role specified in the exercise (an independent planning consultant), state who the report is being written for, and set out the purpose of the report, all in a professional, objective, advisory tone that is then maintained consistently throughout the rest of the report (not slipping into a personal, campaigning, or purely descriptive voice).

Example opening: 'I have been appointed as an independent planning consultant to review the evidence presented in the Resource Booklet and to advise the Department for Infrastructure on whether the proposed runway extension at Dromlee Regional Airport should proceed. This report sets out my assessment of the economic and environmental evidence and my justified recommendation.'

This opening explicitly names the role (independent planning consultant), the commissioning body (Department for Infrastructure), and the purpose (an evidence-based recommendation), establishing a professional, first-person advisory voice that should then be sustained through every subsequent section of the report.
Final answer: e.g. 'I have been appointed as an independent planning consultant to review the evidence presented in the Resource Booklet and to advise the Department for Infrastructure on whether the proposed runway extension at Dromlee Regional Airport should proceed. This report sets out my assessment of the economic and environmental evidence and my justified recommendation.' — written consistently in the first person, in a professional, objective, advisory tone throughout

1 mark: opening statement explicitly and correctly establishes the specified role (independent planning consultant) and names the commissioning body/audience.
1 mark: tone is professional, objective and consistent with a formal advisory report (not a campaigning, personal opinion, or purely narrative voice).
Total [2].

Graph choice: A line graph is the most suitable graph type here, because the data forms a continuous time series (passenger numbers recorded for consecutive years) and a line graph is the standard, clearest way to show a trend changing over time, including the dip and subsequent recovery visible in this data.

Construction: The horizontal (x) axis should be labelled 'Year' and show 2019 to 2024 at equal intervals. The vertical (y) axis should be labelled 'Passenger numbers (thousands)' and should use a linear scale starting at 0 (to avoid misrepresenting the data, consistent with sound graphical practice) and rising in even intervals — for example, steps of 50 — to at least 350, comfortably accommodating the highest value (340). Each year's value (210, 65, 95, 240, 305, 340) would be plotted as a point above its year and the points joined with straight line segments, with the 2024 value optionally marked as a projection (e.g. with a dashed rather than solid final line segment, or a note in the graph's title/key).

Calculation: Percentage change from 2019 to 2024 (projected) = [(340 − 210) / 210] × 100 = (130/210) × 100 = 61.9047... ≈ 61.9% (3 s.f.). This shows passenger numbers are projected to be nearly two-thirds higher in 2024 than in 2019.

Integration into Section A: This graph and calculation would be placed early in Section A, immediately after introducing the proposal, to visually and numerically establish the scale of passenger growth driving the 'need' for the project. The graph would clearly show the sharp COVID-related dip in 2020-2021 followed by a strong recovery and continued growth beyond pre-pandemic levels, and the calculated 61.9% increase would be quoted directly in the text to give a precise, evidence-based figure supporting the argument that current single-runway capacity is likely to become a genuine constraint on this recovering and growing demand, providing the evidential foundation for the rest of the report's discussion.
Final answer: a line graph, with year (2019-2024) on the horizontal axis and passenger numbers (thousands) on a vertical axis scaled from 0 to at least 350 in even intervals (e.g. steps of 50); percentage change from 2019 (210,000) to 2024 projected (340,000) = +61.9% (3 s.f.); this graph and calculation would be placed in Section A, directly supporting the argument that demand has grown substantially (despite the 2020-21 COVID-related dip) and is projected to significantly exceed pre-pandemic levels, establishing the underlying 'need' the report must address

M1 correct graph type identified and justified (line graph, for a continuous time series showing trend). [1]
M1 correct axes described (year on x, passenger numbers/thousands on y). [1]
M1 sensible, even scale described, starting at 0 and comfortably covering the data range. [1]
M1 correct method for percentage change ((340−210)/210 × 100). [1]
A1 correct value 61.9% (accept 61.9% or unrounded 61.90-61.91%). [1]
B1 valid point about integrating the graph early in Section A to establish the 'need'. [1]
B1 valid point referencing the COVID dip and recovery shown by the graph. [1]
B1 valid point using the calculated percentage as quantified evidence linked to the capacity-constraint argument. [1]
A response that fails to draw/describe an appropriate graph at all is capped at a maximum of 3/8. Total [8].

SECTION A: INTRODUCTION AND THE NEED FOR THE PROJECT

Dromlee Regional Airport currently operates a single 1,800m runway, which restricts it to short-haul flights only. The proposal under review is to extend this runway to 2,600m, which would allow the airport to accommodate long-haul passenger and cargo aircraft for the first time, significantly expanding the range of destinations and services it could offer.

The case for considering this extension rests substantially on demonstrated and projected demand. Passenger numbers at Dromlee fell sharply in 2020-2021, from 210,000 in 2019 to just 65,000 in 2020, clearly reflecting the impact of the global pandemic on air travel during that period. However, the data shows a strong and sustained recovery since then, with passenger numbers reaching a projected 340,000 in 2024 — an increase of approximately 61.9% on the 2019 (pre-pandemic) figure. This indicates that underlying demand for air travel at Dromlee has not merely recovered but has grown substantially beyond its previous level, suggesting the airport's current single, short-haul-only runway may increasingly become a capacity constraint if this growth continues.

This question of capacity also carries particular regional economic significance. The area currently experiences an unemployment rate of 6.8%, notably higher than the 4.1% national average, meaning the region has a strong interest in any development that could generate new employment and investment. Proponents of the extension point to the potential for both temporary construction jobs and permanent operational employment, alongside increased visitor spending, as reasons this proposal merits serious consideration.

This report will examine, in turn, the evidence for the socio-economic benefits and costs of the proposal, and the evidence for its environmental impacts, before reaching a final, justified recommendation as to whether the runway extension should proceed.
Final answer: Section A should: describe the proposal (extending Dromlee's runway from 1,800m to 2,600m to enable long-haul flights) and its location/context; establish need using the passenger growth evidence (210,000 in 2019 rising to a projected 340,000 in 2024, a 61.9% increase, despite the 2020-21 pandemic dip), the current single-runway/short-haul-only capacity constraint, and the regional economic context (unemployment at 6.8% vs a 4.1% national average) that gives the region a particular interest in the potential jobs and investment the extension could unlock; conclude by stating that the report will weigh the socio-economic and environmental evidence before reaching a justified recommendation

Level 1 (1-3 marks): brief, generalised description of the proposal with little or no use of resource evidence to establish need.
Level 2 (4-7 marks): sound description of the proposal and some relevant use of resource evidence (e.g. passenger growth or unemployment context) to suggest a need, but underdeveloped or only partially linked to the case for the project; role/report format maintained reasonably well.
Level 3 (8-10 marks): clear, well-structured description of the proposal AND a well-evidenced case for need, explicitly drawing on specific figures from the Resource Booklet (passenger growth trend and percentage change, capacity constraint, regional unemployment context) integrated coherently and written consistently in the consultant role, setting up the rest of the report appropriately.

SECTION B(I): EMPLOYMENT AND ECONOMIC IMPACT

The proposed extension offers a substantial potential economic case. During construction, the project is projected to create 450 temporary jobs over a three-year building period, providing a short-term boost to local employment and incomes. Once operational, the expanded airport is projected to support 620 additional permanent jobs by 2027 across airport operations, retail and hospitality — a lasting increase in the local employment base rather than a one-off construction boost. The regional tourism board also estimates that the extension could increase annual visitor spending in the area by as much as £38 million by 2030, as new long-haul routes bring additional tourists and business travellers into the region.

These projected benefits carry particular significance given the region's current economic context: unemployment locally stands at 6.8%, well above the 4.1% national average, meaning the region has a clear and pressing need for new employment opportunities, and a project of this scale could make a genuinely meaningful contribution towards reducing that gap, both directly through airport-related jobs and indirectly through the wider visitor-spending boost to local businesses.

Counterarguments: However, this economic case should be weighed with some caution. The 450 construction jobs are, by their nature, temporary, lasting only for the three-year building period, and it cannot be assumed that all of these positions would necessarily be filled by local residents, since specialist construction roles are sometimes filled by workers brought in from elsewhere. The projected 620 permanent jobs and £38 million visitor spending figure are estimates based on the extension successfully attracting the anticipated volume of new long-haul routes and passengers; if actual demand, airline interest, or visitor spending fall short of these projections, the realised economic benefit could be considerably smaller than forecast. There is also an opportunity cost to consider: the significant capital investment required for the extension could alternatively be directed towards other regional economic development or employment initiatives, and this report should recognise that the airport extension is one possible route to regional economic improvement among others, not a guaranteed or risk-free solution.
Final answer: positive economic case: 450 temporary construction jobs over 3 years, 620 additional permanent jobs by 2027, up to £38 million extra annual visitor spending by 2030, and these benefits are especially significant given regional unemployment (6.8%) is well above the national average (4.1%); counterarguments: construction jobs are temporary and not all workers may be local/regionally-based, permanent job and spending projections are estimates that may not be realised in full, and the airport's own operational and environmental costs (e.g. added pressure on local services from the extension itself) should be weighed against the projected gains, so the economic case, while significant, is not without uncertainty

Level 1 (1-5 marks): brief, largely one-sided description of economic impacts with limited use of resource data; little or no counterargument.
Level 2 (6-10 marks): sound discussion of the economic/employment benefits using resource figures, with some counterargument presented, but underdeveloped, unbalanced, or not clearly linked to the specific figures given.
Level 3 (11-14 marks): detailed, well-evidenced discussion of BOTH the projected economic/employment benefits (correctly citing construction jobs, permanent jobs, visitor spending, and the regional unemployment context) AND genuine, well-reasoned counterarguments (e.g. temporary/non-local nature of construction jobs, uncertainty of projections, opportunity cost), presenting a balanced and consultant-appropriate assessment.

SECTION B(II): ENVIRONMENTAL IMPACT

The proposed extension carries substantial environmental costs. It would require the reclamation of 40 hectares of coastal wetland, part of which serves as a breeding site for redshank and other wading birds, and which partially falls within a designated Area of Special Scientific Interest (ASSI) — a formal conservation designation intended to protect land of significant ecological value. The loss or significant disturbance of this habitat represents a serious, largely irreversible environmental cost, since established wetland ecosystems of this kind cannot be quickly or fully replaced once destroyed. In addition, the extension is projected to generate approximately 85,000 additional tonnes of CO2 emissions per year by 2027 from increased flight activity, contributing to climate change at a time of growing pressure to reduce aviation emissions. The number of households affected by significant aircraft noise (within the 57dB noise contour) is also projected to nearly double, from 3,200 currently to 5,600 by 2027, representing a substantial deterioration in quality of life for thousands of additional local residents.

Counterarguments: Some of these impacts could potentially be partially mitigated. Habitat compensation schemes — creating or restoring wetland habitat of equivalent ecological value elsewhere in the region — are sometimes used to offset unavoidable habitat loss from infrastructure projects, though such schemes rarely replace long-established habitat as effectively as claimed and would not restore the specific ASSI site itself. Aircraft technology also continues to improve in fuel efficiency and noise reduction over time, meaning the real-world CO2 and noise impact by 2027 could, in principle, turn out somewhat lower than current projections based on today's aircraft fleet. It could also be argued that some of the economic benefits identified in Section B(i) could be used to fund environmental mitigation and monitoring measures alongside the project.

However, these mitigating factors do not remove the fundamental, largely irreversible loss of a protected wetland habitat, nor do they eliminate — only potentially soften — the scale of the projected increase in both carbon emissions and the number of households significantly affected by aircraft noise. These environmental costs must therefore be weighed as a serious and only partially mitigable factor against the project's economic case.
Final answer: negative environmental case: loss of 40 hectares of coastal wetland (partly a protected ASSI and a wading-bird breeding site), an estimated 85,000 extra tonnes of CO2 per year by 2027, and a near-doubling of noise-affected households (3,200 to 5,600) within the 57dB contour; possible mitigating counterarguments: wetland loss could be partly offset by habitat compensation/creation elsewhere, aircraft technology is becoming progressively more fuel-efficient/quieter over time which may reduce the eventual real-world CO2 and noise impact below current projections, and economic benefits (jobs, investment) could fund environmental mitigation measures — but the ASSI designation and irreversible loss of established wetland habitat, plus the scale of the CO2 and noise increases, represent serious and only partially mitigable environmental costs

Level 1 (1-5 marks): brief, largely one-sided description of environmental impacts with limited use of resource data; little or no counterargument.
Level 2 (6-10 marks): sound discussion of the environmental costs using resource figures, with some counterargument presented, but underdeveloped, unbalanced, or not clearly linked to the specific figures given.
Level 3 (11-14 marks): detailed, well-evidenced discussion of BOTH the environmental costs (correctly citing wetland/ASSI loss, CO2 increase, noise-affected households) AND genuine, well-reasoned counterarguments (e.g. habitat compensation, improving aircraft technology, funding from economic benefits), while recognising the limits of mitigation, presenting a balanced and consultant-appropriate assessment.

SECTION C: CONCLUSION AND JUSTIFIED DECISION

Having weighed the evidence presented in this report, this proposal presents a genuinely difficult trade-off between substantial economic opportunity and serious environmental cost. On the one hand, the extension offers a well-evidenced economic case: 450 temporary and 620 permanent jobs, up to £38 million in additional annual visitor spending, and passenger demand that has already grown by an estimated 61.9% since 2019 — benefits that carry particular weight given the region's unemployment rate (6.8%) remains notably above the national average (4.1%). On the other hand, the environmental costs are serious and, in the case of the protected wetland and ASSI habitat, largely irreversible, while the projected near-doubling of noise-affected households (from 3,200 to 5,600) and additional 85,000 tonnes of CO2 per year represent substantial, ongoing costs to both the local community and the wider environment.

On balance, given the scale and, in places, irreversibility of the environmental costs, my recommendation is that the runway extension should proceed ONLY IF it is made conditional on a robust package of mitigation measures being legally secured as part of any approval. This should include: funded habitat compensation or restoration to offset the loss of wetland habitat and ASSI designation, wherever ecologically achievable; a noise insulation and mitigation scheme for the thousands of newly affected households; and binding monitoring and reporting requirements on actual CO2 emissions against the 85,000-tonne projection, with a review mechanism if targets are exceeded. Approving the extension unconditionally would risk realising the environmental costs in full without any guaranteed mitigation, while rejecting it outright would forgo a well-evidenced and regionally significant economic opportunity at a time of above-average local unemployment. A conditional approval, tying the economic benefits to enforceable environmental safeguards, represents the most balanced and justifiable recommendation based on the evidence available.
Final answer: a justified decision (either outcome can score full marks if properly justified) that explicitly weighs the strong, well-evidenced economic case (jobs, growth in visitor spending, addressing above-average regional unemployment) against the serious, largely irreversible environmental costs (loss of protected wetland/ASSI habitat, higher CO2 emissions, near-doubling of noise-affected households); a well-justified answer might recommend the extension proceeds ONLY IF conditional mitigation measures (e.g. habitat compensation, noise insulation schemes for affected households, monitoring of CO2 commitments) are legally required as part of approval, rather than either accepting or rejecting the proposal unconditionally

0 marks: a decision is stated without any justification or weighing of the evidence.
Level 1 (1-3 marks): a decision is stated with limited, one-sided justification, largely ignoring evidence on the other side of the argument.
Level 2 (4-7 marks): a decision is stated with reasonable justification that refers to evidence from both Sections B(i) and B(ii), but the weighing of trade-offs is underdeveloped or not fully consistent with earlier sections of the report.
Level 3 (8-10 marks): a clear, explicitly justified decision that directly and explicitly weighs specific economic evidence against specific environmental evidence from the candidate's own Sections B(i) and B(ii), reaches a coherent conclusion consistent with that weighing (any reasonable decision, including a conditional recommendation, can score full marks provided it is fully and consistently justified), and is written in a manner appropriate to the consultant role and formal report format.