Two people beside marked-out work areas, with a wheeled excavator in the background.

Area clearance where ordnance is suspected

If a suspected area requires work involving ground disturbance, developers and planners need a clearly described clearance objective. FONTANA-EOD assesses the area, depth, anomalies, interference zones and planned use with you. Send a site plan, intervention depth and existing investigation documents so that the clearance method, working sections and records needed for tendering and construction can be defined.

Define the clearance objective

Define area, depth and use.

Choose the method

Work on points, volumes or excavated material.

Preserve the results

Document findings and limits.

Understand area clearance requirements

When survey data or suspicion lead to a planned clearance task

Area clearance means systematically working on a defined suspected or project area towards a specified objective. It begins where measurement alone is insufficient: georeferenced anomalies must be exposed, heavily disturbed areas worked on layer by layer, or areas that cannot be fully investigated in advance technically examined and worked on during construction.

Project references

Selected project examples

Plattling station, track 20

At track 20 in Plattling, safety considerations led to a change to volume clearance and individual-point recovery in October 2026. The report describes protected excavation and checks of the excavation base; the records apply to the areas documented there. View project details.

Project types

Relate the clearance task to the actual project area

Two people beside marked-out work areas, with a wheeled excavator in the background.

Distinguish different parts of the site

A project area may include accessible sections, dense existing structures and peripheral zones that cannot be adequately investigated. Professional planning describes these differences from the available findings. The agreed scope is assigned to specific areas and depths. A shared property description does not replace this distinction.

Specify the clearance scope
Roadworks with an open utility trench, pipes and an excavator near a bridge.

Allow for utilities and existing structures

The developer and planners provide existing as-built documents and the current intervention plan. Known information remains distinguishable from unresolved matters. The specialist company coordinates its task with local conditions. Construction and operational decisions remain with the respective responsible participants; the project organisation brings their information together.

Assess work among existing utilities
Montage showing building construction, a railway, a utility trench, energy facilities, industry and road construction.

Connect construction phases and accessibility

For staged construction, available areas and later sections are identified on the plan. Unworked areas remain visible in the documentation. Completion of a subtask is thus not silently extended to the entire future project area.

Assign project context and construction phases
Two people discussing plans at a table beside a vehicle on a construction site.

Compare changed use with the result

A later planned construction activity may affect different depths or areas not previously used. The current plan is therefore compared with the existing report. Earlier documentation is retained. Additional questions are agreed as a separate scope of specialist work.

Continue using the existing result
Reasons for area clearance

The clearance method suited to the suspected situation

The decision to undertake area clearance does not follow merely from the term suspected ordnance. The level of knowledge reached, technical feasibility and specific use of the ground are decisive.

An anomaly list following technical surveying

A georeferenced anomaly list may form the starting point for planned work at individual suspected points. Data quality, point identifiers, positional accuracy, priorities and possible sources of interference are assessed before work begins.

Only then is it decided whether exposure at target points is sufficient or whether the density and distribution of indications require broader area clearance. The decision remains tied to the clearance objective, intervention depth and future use.

Have anomalies professionally assessed

Suspicion across an area without reliable individual points

On sites shaped by military or industrial activity, historical indications, made ground or former uses may substantiate geographically extensive suspicion. Individual measurement points do not necessarily represent the whole situation.

Planning connects the cause of suspicion, expected range of objects, working area, depth horizon and possible clearance methods. This establishes a clearly defined service scope rather than a blanket clearance requirement.

Define the suspected area

Heavily disturbed or scrap-contaminated ground

A high metal content, utilities, foundations, reinforcement or heterogeneous made ground can obscure geophysical measurements to such an extent that work based solely on anomalies is neither economical nor professionally unambiguous.

Layer-by-layer work, separation of excavated material or a combination with monitoring during construction may then be appropriate. Inaccessible areas and technical limits are mapped before costing.

Assess disturbed ground

A construction area with a defined clearance objective

Where the future project clearly defines area and depth, clearance can be related to the space actually required. This may comprise an excavation, foundation, utility zone, traffic area, route section or assembly area.

The commission describes the work due, how control steps are performed and the conclusion needed for the documented area. Structural changes are compared with the clearance planning.

Clarify the clearance objective and record

Ongoing excavation with remaining suspicion

If an area cannot be fully investigated or cleared in advance, work can be integrated into the actual excavation. Working layers, equipment deployment, visibility, stop points and communication of findings must be defined before work begins.

Ordnance monitoring does not replace an undefined clearance objective. It documents which excavation sections were worked on under which conditions and which areas were not covered.

Agree specialist excavation supervision

An actual find or identified object

An anomalous measurement point, an exposed interfering object and identified ordnance are different stages of work. Identification changes protective arrangements, responsibilities and further action.

Ordnance recovery and state handling of finds are therefore planned as a separate coordination stage. Area clearance provides orderly exposure, positional references and documentation; further handling depends on the object, condition and regional framework.

Identify the find-handling procedure
Clearance objective and scope of work

What must be defined before tendering and fieldwork

A reliable clearance service connects project geometry, the expected hazard source, the technical method and the records due. These definitions determine costing, execution and later use of the documentation.

Clearance objective and future use

The clearance objective describes the construction condition or use for which the area is worked on. A shallow utility trench, deep excavation and unsealed green space require different working depths and quality requirements.

The wording must show which project decision is intended after completion. This helps prevent a report being used beyond the agreed area or depth.

Clearance area, sections and depth horizons

Construction boundaries, route chainage, subareas, construction sections and elevation references are maintained in a consistent positional and coordinate system. Ground level, excavation base and individual clearance layers must be clearly distinguishable.

Inaccessible areas, protective strips, existing buildings and utility zones are identified separately. This makes it traceable what was actually worked on even where work is carried out in sections.

Target objects and expected interfering objects

The expected range of objects influences detection, exposure, equipment selection and safety arrangements. Individual ferromagnetic objects, conductive objects, munition fragments and extensive scrap content create different requirements.

Clearance planning distinguishes ordnance-related target objects from ordinary construction and ground installations without deriving identification from a measurement signal alone. Anomalies are tracked traceably until professionally resolved.

Soil, made ground and material flow

Soil type, moisture, made ground, foreign materials, contamination and groundwater determine how an area can be opened, excavated, inspected or subjected to separation. Temporary storage and backfilling must also fit into construction operations.

Volume-based methods specify how excavated material is checked, anomalous components separated out and quantities worked on assigned to each clearance layer.

Quality assurance and acceptance criteria

Assessment and control steps are described in the clearance plan from the outset. These may include georeferenced area checks, repeat measurements, checks of exposed suspected points, layer-specific records and checks of unworked peripheral areas.

Acceptance means that the service, plans, findings and stated limitations are consistent. Merely ending fieldwork does not replace a traceable professional conclusion.

Unresolved areas and subsequent measures

Utilities, structures, water bodies, operational installations or inaccessible zones may prevent complete work. These areas remain visible as specific geographical limitations.

A further step is specified for every unresolved area: later provision of access, an alternative method, excavation monitoring, deep surveying, structural adjustment or separate coordination with the competent bodies.

Select clearance methods

How grounds for suspicion, detection, ground disturbance and handling of finds work together

Area clearance is not a single deployment of equipment. Suitable work results from coordinated steps whose limits and handovers are defined in the clearance plan.

For preliminary investigation, the methods respond to different properties: magnetometry to magnetic anomalies, TDEM to conductive objects and ground-penetrating radar to reflection contrasts in the ground. Metal installations can obscure magnetic and electromagnetic measurements; conductivity and heterogeneous soil limit radar investigations. Anomaly and location plans document the conclusions of each method and their limits.

Deep and borehole surveying are used for deep interventions or suspected points that cannot be adequately investigated from the surface. Borehole position, measurement length, casing and magnetic installations limit the volume that can be assessed. Profiles and the point list document depths reached and unresolved areas.

Two monitors displaying aerial photographs and maps; further aerial photograph printouts lie on the desk.

Historical and technical starting position

Archive and aerial photograph information explain why an area is considered suspect and which parts should be prioritised. Preliminary technical findings show the location of anomalies, interference zones and measurement gaps.

Both sources of information are related to the clearance objective. Historical assessment of suspicion does not replace fieldwork, and a technical measurement does not replace professional assessment of the expected range of objects.

The source register, historical suspicion map and preliminary technical findings are linked to the current clearance polygon. Image gaps, positional uncertainties and measurement areas that cannot be evaluated remain visible. This makes it traceable which areas and object types underpin the clearance objective.

Assess the starting position
Survey trolley and a person with a tablet above a schematic illustration of radar waves in the ground.

Area-wide detection and anomaly investigation

Depending on the project, magnetometry, TDEM or ground-penetrating radar can record measurable anomalies and interference zones. Evaluated data are linked to the site plan, working limits and point identifiers.

During subsequent work at target points, indications are exposed under controlled conditions and assessed. If interference or accessibility leaves areas insufficiently measurable, another clearance method is defined for them.

Measurement traces, sensor arrangement, position data and evaluation criteria remain linked to each prioritised anomaly. Field and finding records retain the same point identifier. Measurement gaps and obscured areas are shown separately from resolved target points.

Clarify surveying before clearance
GPR on a construction site

Clearance across an entire area with ground disturbance at individual points

This method systematically surveys the area and checks every spatially relevant suspected point individually through ground disturbance. After exposure, interfering objects and findings are assessed, documented and incorporated into the updated anomaly list.

The method requires detection and work at target points to be suitable for the soil, depth and interference environment. The final conclusion relates to the measurement and working depths reached and the area actually accessible.

Plan point-based clearance across an area
Person with a tablet at the edge of a cordoned-off excavation, with an excavator behind.

Volume clearance and separation

Where interference is strong or measurement conditions are unsuitable, soil can be removed in layers and investigated under controlled conditions. The clearance volume is defined by area, elevation reference and individual working layers.

Excavation, inspection, technical checks, material separation and temporary storage must be coordinated spatially and organisationally. The report assigns quantities worked on and findings to the relevant section.

Assess volume clearance
Person with a tablet at the edge of a cordoned-off excavation, with an excavator behind.

Ordnance clearance during construction

If complete advance clearance is not possible, an assessment establishes whether ordnance surveying during construction can adequately cover the actual working volume. Visual observation of excavated material alone does not replace a necessary technical assessment.

Technical surveying and a professional decision take place before each removal of soil. The defined layer is then excavated under additional visual observation. The next layer is surveyed again; the process repeats down to the intended excavation base. Working widths, equipment operation, stop points and reporting procedures are agreed before work begins.

Layer and section records connect technical surveying, professional decisions and actual soil removal. Findings, stop points and insufficiently assessed areas retain their elevation and construction-condition references. Handover describes the layers actually worked on and outstanding measures.

Prepare specialist construction supervision
Three people beside a fenced excavation containing an exposed elongated object.

Ordnance recovery and handover

When an object is identified as ordnance-related, the responsibilities specified for the find situation, object and project location apply. The protective area, work interruption, communication and further handling are adjusted accordingly.

Clearance documentation records position, exposure, findings, handover and the work status that remains. This makes it traceable how the find was incorporated into overall progress across the area.

Clarify recovery and handover
Technical and organisational assessment points

The conditions that determine method, effort and conclusions

The more complete the information on the area, ground and construction, the more clearly clearance methods, protective arrangements, equipment needs and quality control can be described.

Execution requires safe access, coordinated traffic and operating conditions, and clear lines of instruction and reporting. Soil moisture, hard surfacing and existing installations inform method selection. Signal quality and limitations remain documented alongside the depth actually surveyed or worked.

01

Clearance objective and working depth

Purpose, area reference, depth horizon and intended subsequent decision are defined with binding effect before work begins.

Where several construction conditions are involved, an assessment establishes whether a shared clearance objective is possible or different requirements apply by section.

02

Area boundaries and surveying

Boundaries, subareas, chainage, elevations and working sections are georeferenced.

Actual deviations during execution are updated so that plans and fieldwork agree.

03

Detectability and interference

Utilities, reinforcement, scrap, structures and technical installations can obscure measurement data.

Zones that cannot be measured reliably receive an alternative work plan rather than a blanket statement about the area.

04

Soil and contamination

Ground structure, moisture, made ground, groundwater and possible pollutants influence equipment selection, excavation and material handling.

Ordnance and contaminated-land requirements are assessed separately by specialists but coordinated within construction operations.

05

Utilities and existing installations

Current utility plans, detection, protective distances and operator permissions are clarified before ground-disturbing work.

Unclear or inaccessible utility corridors are treated as separate areas in the clearance plan.

06

Equipment, logistics and preparation areas

Excavators, screening or separation systems, transport routes, temporary storage and preparation areas must suit the method.

Working areas are organised to prevent unworked, checked and anomalous material from mixing.

07

Occupational safety and communication of finds

Risk assessment, instructions, protective areas, escape routes and reporting chains are coordinated with the clearance method.

If an anomaly occurs, construction management, responsible specialists and competent bodies must be able to act without unclear transfers of responsibility.

08

Quality, acceptance and documentation

Control steps, record formats, maps, logs and treatment of remaining areas are defined before execution.

Acceptance checks the agreed service scope, not merely the quantity of soil moved.

Records for the clearance area and project file

The documents that demonstrate the actual work status

Usable clearance documentation connects the contractual basis, georeferenced execution, findings, quality control and remaining limitations into a consistent chain of records.

Clearance plan and service specification

Grounds for suspicion, clearance objective, area, depth, methods, quality control, occupational safety, coordination between participants and documentation are described in a coherent basis for the work.

Tender items must show which services are due within the base scope and which events trigger a defined additional service.

Area, location and elevation plans

Clearance limits, subareas, measurement fields, excavation layers, utility zones, exclusion areas and inaccessible sections are shown with geographical references.

Plan versions are maintained so that changes to excavations, routes or depth horizons can be compared with actual work status.

Anomaly and findings list

Every relevant indication receives a point identifier, position, priority, work status and result. Interfering objects, unconfirmed indications and ordnance-related findings are recorded separately.

The list remains synchronised with maps and field records. No point can therefore disappear from the records solely through a collective textual statement.

Field, excavation and clearance records

Working section, date, technology used, working layer, soil observations, interruptions, checks and findings are recorded with time and position references.

For volume-based methods, material flows, temporary storage and checked quantities are also assigned to the relevant section.

Quality control and remaining areas

Repeat measurements, visual checks, checks of suspected points worked on and comparison of area coverage are documented.

Interference zones, utility areas, peripheral strips and depths not reached remain visible as specific remaining areas with a further measure.

Completion report and next steps

The completion report connects the starting position, actual scope, methods, findings, checks and limits into a usable project decision.

The conclusion applies to the documented area and depth. Later plan changes or new ground disturbance are compared again with this work status.

Area clearance documentation dossier

Bringing planning, fieldwork and findings together for verification

The project file links documents through shared identifiers and versions of area definitions. From the planned clearance objective through the work actually carried out and its quality control to the next project step, it makes it traceable which conclusion belongs to which area.

Contractual and planning status

The commission, clearance objective, area definition, elevation reference and agreed quality criteria are documented as the starting position.

Variations and changed construction sections retain a traceable connection to the original commission.

Basis for suspected ordnance assessment and surveying

Historical information, survey data, anomaly lists and known findings are brought together with source and location references.

Data gaps and differences in coordinate references are resolved before fieldwork or expressly identified.

Execution record

Sections worked on, clearance layers, equipment, personnel, field observations and actual obstacles are recorded continuously.

Documentation distinguishes planned services, work actually carried out and unresolved areas.

Findings and handover chain

Exposed objects are documented with point identifier, position, depth, condition, assessment and further handling.

Handovers and transfers of responsibility remain part of the same traceable chain of events.

Quality and completeness of area coverage

Measurement and work coverage are checked against clearance limits, anomaly status and control requirements.

Gaps or deviations are addressed before completion or retained as limitations with a decision on subsequent action.

Project file and later use

Construction management can thus recognise which areas have been worked on for the next planned step and which conditions continue to apply.

The area clearance process

From a suspected area to a documented clearance result

01

Record the project and clearance objective

Planned use, ground disturbance, areas, depths, construction phases and the intended subsequent decision are specified with the client and planners.

02

Review records and the suspected hazard

Aerial photograph analysis, authority information, previous measurements, utility plans, ground investigation data and existing anomaly lists are brought together spatially.

03

Define clearance methods and sections

Work at target points, point-based clearance across an area, volume clearance or work during construction are selected for suitability and planned by section.

04

Prepare the site and protective arrangements

Access, equipment, preparation areas, working layers, protective areas, instructions, stop points and reporting procedures are agreed before work begins.

05

Work systematically across the area

Execution remains assigned to the selected clearance method, working section and elevation reference. Clearance during construction follows the previously described sequence of technical surveying and professional decision before excavation. Volume clearance and separation require a matching protection and material-management plan.

06

Handle findings professionally

Anomalies are exposed under controlled conditions, assessed and directed to further handling according to the object and framework of responsibilities.

07

Check quality and completeness

Before completion, working limits, anomaly status, clearance layers, remaining areas and control steps are cross-checked for consistency.

08

Hand over completion documentation

The report, maps, records, findings, limitations and specific subsequent decision are provided for the project file and construction management.

Clearance sections and working layers

Working on a large or complex area under controlled conditions

Area clearance becomes technically manageable when the working volume, sequence, material flow and quality control are clearly structured.

Coordinate the clearance area, working depth and records

Area clearance can only be planned unambiguously when area, depth, range of objects and future use are described together. These details determine whether work should be carried out at individual georeferenced points, at points across the entire area, layer by layer through a volume or during construction.

Clearance across an entire area with ground disturbance at individual points systematically exposes measurable suspected points. The method combines technical detection with a complete work and anomaly list. It requires the ground to be sufficiently detectable at the required depth and the area to be accessible.

For volume clearance, the record is built from defined clearance layers and controlled material flows. Soil is removed by section, inspected or technically checked and stored separately. Quantities alone must not replace spatial assignment.

Ordnance surveying during construction requires adequate professional coverage of the actual working volume. Concealed working areas, unsuitable layer thicknesses and unplanned parallel trades can limit the work. These conditions must therefore fit the intended layer-by-layer sequence.

Whatever the method, the final conclusion remains tied to the area actually worked on. Utility zones, existing structures, inaccessible subareas, measurement limits and changed construction conditions are therefore documented so that the client can account for them in further planning.

Division into sections

Large areas are divided into clearly named clearance sections. Boundaries follow construction phases, accessibility, route chainage or structural subdivisions.

Every section receives its own work status so that partial clearance conclusions are not confused with the overall status of the area.

Layer-by-layer work

Clearance layers are defined by elevation reference, layer thickness and geographical extent. Actual soil removal is documented against this plan.

Deviations caused by ground conditions, excavation geometry or obstacles are immediately incorporated into plans and field records.

Anomaly management

Point identifiers are retained from the measurement dataset through exposure and assessment to the final list.

Duplicate, displaced or inaccessible indications are not deleted but retained with a reasoned work status.

Material control

For excavation and separation methods, unworked, checked and anomalous materials are kept spatially separate.

Temporary storage, transport and backfilling follow a traceable assignment of material and sections.

Handling findings

Exposed objects are assessed within a safe working procedure. An ordnance-related finding triggers the prescribed protective procedures and responsibilities.

Work on the remaining area continues only after the defined decision and documentation.

Completion and remaining areas

Clearance limits, depths, findings lists, checks and unresolved zones are assessed together before completion.

Remaining areas receive a specific geographical description and a subsequent measure suited to the further construction process.

Distinguish clearance and assessment services

The work status produced by each service

01

Technical surveying

It provides measurement data and georeferenced anomalies for a defined investigation area.

It does not replace ground-disturbing investigation of a suspected point or work on heavily disturbed or unmeasurable subareas.

02

Target-point exposure

It checks individual previously located indications through controlled ground disturbance.

It is not complete area clearance while the rest of the measured area, remaining indications or undetectable areas have not also been addressed.

03

Point-based clearance across an entire area

It combines systematic detection with work on all suspected points relevant under the clearance plan within the accessible area.

Its conclusions remain dependent on measurability, working depth, area coverage and documented interference zones.

04

Volume clearance and separation

It works through a defined soil volume layer by layer and checks excavated material.

It requires clear material routes, clearance layers and quality controls and is not equivalent to ordinary earthworks.

05

Clearance during construction

For clearance during construction, working layers are technically surveyed and professionally assessed before excavation; removal takes place under additional visual observation. It is decisive whether the actual working volume can be covered adequately in this way.

It covers only the monitored layers and sections and requires a binding construction and communication procedure.

06

Ordnance recovery

It concerns the proper further handling of identified ordnance or an ordnance-related object.

It must be distinguished from systematic work on the remaining clearance area and regional duties to avert danger.

07

Historical aerial photograph analysis

Historical images and other available records establish spatial grounds for suspicion and help define expected targets and investigation areas.

Image quality and temporal coverage limit the conclusions. The report documents suspect areas and data gaps; a suitable technical investigation establishes present-day object locations.

08

TDEM for conductive objects

TDEM records time-dependent electromagnetic responses from conductive objects. It can add information where magnetic data alone is insufficient to answer an unresolved question.

Utilities, reinforcement, large metal objects and survey geometry may limit interpretation. Spatially referenced survey data and assessed anomalies must be distinguished from object identification.

09

Preliminary magnetometry investigation

Magnetometry records magnetic anomalies, particularly in connection with ferromagnetic objects. The anomaly map can prepare later work at target points.

Rails, fences, utilities, reinforcement and scrap can obscure signals. Measurement gaps and interference zones remain visible in the result; the field response alone does not identify ordnance.

10

Ground-penetrating radar for subsurface structures

Ground-penetrating radar images reflections at contrasts in the ground. Layers, utility zones, installations and made ground can provide additional information for clearance planning under suitable conditions.

Moisture, conductivity and heterogeneous ground limit investigation depth and interpretation. Profile and location plans show assessed structures and unresolved areas.

11

Deep-ground and downhole surveys

Depth-related investigations cover a defined volume with point and depth references where deep interventions or suspected points cannot be investigated adequately from the surface.

Borehole position, arrangement, casing, measurement system and interference determine the volume considered. The report binds the result to this geometry and identifies remaining limitations.

Working method and quality

Keeping area clearance manageable and traceable

Quality does not arise from a single measurement or excavation step, but from clear objectives, qualified execution, spatial assignment and reliable communication.

Project-specific clearance planning rather than blanket work across an area

FONTANA-EOD determines the work from the suspected situation, future use, intervention depth and technical field conditions. Methods are therefore not applied schematically to the entire area but used where they answer the agreed clearance question.

During execution, measurement data, anomalies, clearance sections, working layers and findings remain connected through unambiguous identifiers. Changes to the construction sequence or area geometry are documented and professionally assessed before work continues.

The completion report states the work status achieved and limitations with the same precision as the fieldwork. Clients thus receive a basis for the specific next decision rather than merely a general description of work carried out.

Clearance objective before equipment deployment

Area, depth, range of objects and intended subsequent decision are clearly defined before work begins.

Method selection according to field conditions

Detection, work at target points, volume clearance and construction monitoring are combined according to measurability, ground and construction sequence.

Accurately positioned execution

Clearance sections, working layers, anomalies and findings remain spatially connected from the field to the completion report.

Controlled coordination

Construction management, earthworks teams, surveyors, specialist personnel and competent bodies work with defined instruction and reporting procedures.

Transparent limitations

Inaccessible, unmeasurable or incompletely worked areas are visibly identified and not generalised.

Results for further planning and construction

The conclusion answers the specific project question and states conditions for the next construction or planning step.

Roles and coordination

Who is responsible for the clearance objective, construction sequence, execution and communication of finds

Area clearance connects private specialist services, construction and regional measures to avert danger. Clear roles prevent plan changes, findings or work interruptions remaining unresolved between participants.

Client

Developer, local authority or project promoter

Defines use, clearance objective, investigation area, required records and scheduling. Provides existing documents and decides on plan changes and subsequent measures.

Design

Design and engineering consultancies

Translate structures, routes, depths and construction phases into unambiguous area and service specifications. Integrate the clearance plan, quality criteria and coordination into tendering and construction.

Construction execution

Construction contractor and site management

Organise access, earthworks equipment, working layers, instructions, exclusion areas and communication. Excavation or area changes are coordinated with clearance planning before execution.

Specialist contractor

FONTANA-EOD

Checks the basis, develops the agreed clearance strategy, carries out commissioned specialist services and documents work, findings, limits and subsequent decisions.

Responsibility

Certified specialists

Manage relevant work within their appointment, certification and specific task. They coordinate safety-critical decisions within the commissioned working area.

Coordination with state bodies

KBD, KMBD, KRD and local authorities

Depending on project location and find situation, undertake duties to avert danger and further handling of finds. Names and procedures vary regionally and are clarified for the specific project.

The local public order authority is involved under the regional procedure; building control may be involved within the construction project. Existing requirements are provided with their date and area reference. Contacts and reporting procedures are clarified for the specific project.

Clearance area and documentation

Connecting measurement, ground disturbance, findings and completion records

Two people beside marked-out work areas, with a wheeled excavator in the background.

Clearance area and working limits

A reliable site plan shows not only the project boundary but also clearance sections, inaccessible zones and actual work status.

Define working limits in detail
Person in high-visibility clothing beside a trench, with an excavator working in the background.

Work during construction

Working layers, equipment movement, visibility conditions and stop points are documented so that the monitored areas remain clearly traceable later.

Coordinate work during construction
Four people in orange high-visibility vests in front of two excavators on a construction site.
Person wearing a high-visibility vest beside an excavator bucket on railway ballast at night.
Construction phases

Place the clearance task within the project process

Preparation using available findings

The enquiry describes planned use, earthworks and available investigation documents. Unresolved options or limits remain identified. FONTANA-EOD can relate the specialist task to them and identify the information required for the next coordination step.

Agree a defined section

The working area, conditions and required documentation are recorded traceably for execution. Project participants clarify access and as-built information. Changes are communicated in good time so that specialist work and its later conclusions cover the same scope.

Hand over results for construction planning

The report and spatial appendices show the actual work status. Construction management compares it with forthcoming work. Unresolved areas and relevant conditions are retained. An abbreviated completion notification does not replace spatial assignment.

Further earthworks after completion

An additional trench or deeper foundation is compared with the existing record. The specific new intervention is decisive. Earlier specialist work is not transferred to a different construction task solely because it is at the same location.

Project site

Assign the project region and working area

Illustrated map of Germany with location markers on a construction site.

Provide a site plan and contacts

State the location, property and affected section. Add project contacts for planning and construction management. The regional overview helps with orientation; the professional enquiry also needs specific areas, depths and available findings.

Illustrated map of Germany with location markers on a construction site.

Bring project-specific requirements together

Existing information and specialist reports are provided with their spatial reference. Requirements concerning other areas or earlier measures remain distinguishable. The respective responsible participants clarify unresolved points before using them as a basis for the current task.

Understand the results

Use completion conclusions within their scope

Understand the areas worked on

The report and plan appendices show together which areas and depths were actually worked on. Inaccessible subareas, utility zones, measurement limits and changed construction conditions are stated with their respective limitations and specific subsequent measures. Clients, planners, construction management and contractors can compare work status and conditions for the next step against this information. A general area description is insufficient.

Explore results and terminology

Compare the clearance objective with later construction activity

Documentation is used in relation to the agreed task. If planning changes, an assessment establishes whether the new work falls within this scope. The existing conclusion is retained; any additional requirement is specifically assigned.

Understand the service scope

Retain other responsibilities within the project

The ordnance specialist company documents its agreed contribution. The project organisation obtains construction, operational and authority decisions from the respective responsible participants and combines them with this specialist contribution for execution. The different tasks remain recognisable.

Explore results and terminology

Technical information

Area clearance: brochure

The brochure explains preparation and execution of area clearance. It describes how investigation, assessment of anomalous measurement points and documentation work together.

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Area clearance: brochure – Page 1

German · 6 pages

Questions about area clearance

What clients should clarify before tendering and execution

When is area clearance required?

Area clearance may be considered when a defined suspected or project area requires systematic work involving ground disturbance. Reasons may include a reliable anomaly list, historically based suspicion across an area, strong interference, a defined clearance objective or a situation that can only be addressed during excavation. Methods and scope depend on area, depth, soil, range of objects and future use.

Clarify the task before tendering and ground disturbance wherever possible. Records review, method planning, execution, assessment and handover are tailored to the upcoming construction phase.

What is the difference between area clearance and surface surveying?

Surface surveying records and evaluates measurable anomalies using a suitable geophysical method. Area clearance comprises planned ground disturbance to investigate relevant suspected points or a defined soil volume. A survey can prepare clearance but does not replace exposure and assessment of the indications requiring investigation.

Which clearance methods can be used?

Depending on the project, methods may include exposure at target points, clearance across an entire area with ground disturbance at individual points, layer-by-layer volume clearance with inspection or separation, and ordnance clearance during construction. Methods can be combined. Detectability, interference, soil, clearance depth, accessibility and the work status needed for construction are decisive.

What must a clearance plan contain?

A clearance plan describes the grounds for suspicion, clearance objective, area and depth reference, expected target objects, methods, division into sections, equipment, occupational safety, quality control, handling of finds, coordination between participants, documentation and acceptance criteria. It must also specify how utility zones, inaccessible areas, plan changes and unexpected field conditions are addressed.

What is the difference between area clearance and ordnance recovery?

Area clearance means systematically working on a defined area or soil volume towards a specified clearance objective. Ordnance recovery concerns the proper further handling of identified ordnance or an ordnance-related object. The two steps may follow one another but have different tasks, protective requirements and responsibilities.

If a suspicious object is found, stop work. Do not touch or move it. Leave the immediate area, warn others without putting yourself at risk and, in Germany, notify the police on 110; outside Germany, use the local emergency reporting arrangements. The competent authorities determine further action according to the actual find.

Which documents are needed for an enquiry?

Helpful documents include the project address, site plan, land parcel, construction-area or route boundaries, planned intervention depth, construction phases, aerial photograph analysis, correspondence with authorities, survey report, anomaly list, utility and as-built plans, ground investigation data and a description of the required clearance objective and records. If tender documents exist, include the service items and appendices. Information and requirements from authorities are provided with complete appendices, date and geographical scope. Competent bodies and the necessary information-request or reporting procedures are established for the specific project location.

What conclusions does the completion documentation provide?

Completion documentation describes the grounds for suspicion, area and depth actually worked on, method used, working and measurement conditions, anomaly status, findings, quality controls, unworked areas and the resulting project decision. Its conclusions apply to the documented scope of work and are reassessed against the proposed intervention if plans subsequently change.

What determines the effort, duration and cost of area clearance?

Factors include area size, clearance depth, number of anomalies, interference, soil and groundwater, utilities, accessibility, selected method, equipment and material logistics, necessary protective measures, findings, quality control, documentation scope and construction schedule. Reliable costing therefore requires a clear clearance objective and current project documents.

Enquire about area clearance

The information needed for reliable clearance planning and costing

An initial assessment is possible once the project area, ground disturbance, grounds for suspicion and required work status are identifiable. Incomplete documents are identified as unresolved planning information.

Area, depth and construction phases

Provide a site plan, land parcel, construction-area or route boundaries, elevation reference, maximum intervention depth, construction sections and intended execution sequence.

For subareas, access, utility zones, existing structures and areas that cannot be worked on should already be visible in the plan.

Suspicion, measurement data and findings

Helpful documents include aerial photograph analysis, authority correspondence, survey report, raw or evaluated data, anomaly list, known finds and earlier clearance documents.

Different coordinate systems or unclear point identifiers should be clarified before incorporation into clearance planning.

Soil, utilities and site logistics

Include ground investigation and contaminated-land documents, utility plans, and information on groundwater, access, equipment, temporary storage and parallel trades.

This information influences methods, division into sections, protective arrangements and separation of material flows that have been worked on.

For initial specialist assessment

The status required after completion is particularly important: work on an anomaly list, clearance of an excavation, layer-by-layer volume work, excavation monitoring or completion of a clearance section already started. FONTANA-EOD uses this to assess which information is still missing for the clearance objective, methods and chain of records.

Clearance area

Boundaries, subareas, chainage, elevations and inaccessible zones.

Clearance objective

Future use, depth, target objects and required subsequent decision.

Field conditions

Soil, interfering objects, utilities, groundwater, equipment access and material logistics.

Documentation

Clearance plan, anomaly list, field records, quality control and completion report.

GPR on a construction site
Project enquiry

Have your project assessed

Whether historical aerial photograph analysis, explosive ordnance surveying, surface surveying using GPR, magnetometry or TDEM, deep-ground surveys, downhole surveys, excavation supervision, area clearance or ordnance recovery is needed depends on the location, ground disturbance, depth, ground and existing documents. An early ordnance assessment provides clarity for tendering, programming, occupational safety and construction.

FONTANA-EOD combines its Section 7 SprengG licence, specialists holding Section 20 SprengG certificates of competence, suitable survey and clearance methods, and traceable documentation. Send the site plan, depth of ground disturbance, construction phase and existing documents for an initial technical assessment.