Technical map of the Minette region in southern Luxembourg marking Esch-sur-Alzette for FONTANA-EOD explosive ordnance assessment and surveying

Explosive ordnance surveying in Esch-sur-Alzette

When a former industrial site is redeveloped, some buildings often remain while new excavations and connections are created beside them. Explosive ordnance assessment concerns which activities actually disturb the ground. FONTANA-EOD helps define the appropriate specialist services for your project in Esch-sur-Alzette. Send the ground works plans and complete records of earlier investigations for an initial technical discussion.

Existing buildings

Distinguish retention from ground disturbance.

New connections

Include work between buildings too.

Reports

Read the scope of each investigation.

Assess the construction project

How are retained industrial buildings and new ground works prepared together?

Show which buildings and foundations will remain and where new ground works will take place. Add connections, utility routes and excavations with their depths. Soil remediation and explosive ordnance investigation records are read according to their respective technical purposes. For the next work, what matters is which specific findings already cover its area and depth.

Project site

Connect the site with the specific construction task

Luxembourg’s outline and coat of arms on a light surface, beside a hard hat, tablet, notebook and pen.

Identifying the project location and proposed ground works in Esch

Esch-sur-Alzette is in the south of the Grand Duchy of Luxembourg. For Rout Lëns, the municipal plan identifies the Grenz neighbourhood on the French border, with reference to rue d’Audun and the connection to Audun-le-Tiche. For construction near the border, the project address, property boundaries and work areas actually affected are clearly recorded. For work on the French side, the responsible bodies and prerequisites there are established separately.

The official records describe historic industrial buildings, environmental questions and development of a new neighbourhood. For your project, your own ground works and the investigation status actually available are brought together. A planning note from the time or the start of new building work does not replace appropriate results documentation. The specialist task needed is agreed according to the specific areas, depths and local requirements. Further locations are listed in the regional overview. Also identify access roads, spaces between buildings and connections outside the later building. Current ground works plans and their associated reports are compiled on the same spatial basis.

For the regional context of your construction project, the Minette and southern Luxembourg overview provides further local information.

Local context

Wartime history, former industrial land and today’s ground works

The industrial site and present neighbourhood development

The history of Esch describes its military use during the First World War as the German Crown Prince’s headquarters and a major military hospital. For the Second World War, it records the population’s flight on 11 May 1940 and liberation on 10 September 1944. Mining and steelmaking also shaped transport routes, operational sites and buildings. Historical research assesses these local periods alongside maps, aerial photographs and records for the specific property. What matters is which reliable indications can be assigned to today’s ground works area.

The municipal plan for the ‘Rout Lens’ PAG amendment dated 28 September 2018 proposed retaining individual industrial buildings and integrating them into the neighbourhood alongside new development. It also addressed environmental investigations and remediation of the former industrial site as prerequisites for development. In July 2024, the city reported the start of construction of the first buildings in cooperation with IKO Real Estate.

Distinguishing soil remediation from explosive ordnance assessment

These records describe different stages of neighbourhood development. Retention of a building, environmental remediation or a construction start announcement establishes nothing about a completed explosive ordnance investigation. Preparation of your own work depends on which reports actually exist and whether they cover the respective ground works.

The requirement at the time to coordinate with SEDAL

For the ‘Lentille Terres Rouges’ project, Luxembourg’s environment ministry explicitly required in its statement of 22 August 2019 that unexploded ammunition from the First World War be addressed in the environmental report, in close coordination with SEDAL. This was separate from the requirements to investigate and remediate soil contamination. The letter defines what the report at the time was to clarify; it does not document completed explosive ordnance clearance. When using older remediation records for new ground works, therefore, also ask for later statements and investigation results concerning explosive ordnance. Their spatial reference and scope must fit the proposed ground works. The requirement from this procedure cannot be applied to other properties in Esch.

Working together

Distinguish the tasks of client, designers and specialist contractor

Client and operator

The client describes the project and provides the available project records. The operator adds requirements for use, access and timing. A coordinating contact brings the parties together; individual tasks remain assigned to the named parties. Before commissioning, it is clearly recorded what information is missing, who will obtain it and what decision the result is intended to prepare.

Planning and construction management

The specialist designers describe areas, depths, construction methods and changes. Site management coordinates the planned sequence with the construction contractors and agreed specialist works. Results are assigned to the respective intervention. A technical plan change is communicated early enough for its effect on the survey task to be assessed before construction. Organisational construction stage boundaries remain distinguishable from technical survey boundaries.

Specialist company and competent bodies

The private explosive ordnance specialist carries out the agreed investigation and documentation. Documents needed for an official procedure are determined by the site, project and requirements of the competent body. The technical report describes the specialist service completed with its documented area, depth and service scope. The respective competent bodies make official decisions.

In Luxembourg, the Service de déminage de l’Armée luxembourgeoise, SEDAL, deals with found ammunition. The army identifies its tasks as identification, assessment, neutralisation and destruction. The police receive urgent danger reports on 113. For the planned specialist investigation, tasks, contacts and necessary prerequisites are agreed before work begins. Site management keeps these contacts available to those involved and refers any find to the responsible state authorities.

Investigation task

Which specialist task comes next?

Accounting for survey conditions on an existing site

Metal installations and known foundation remains may affect the investigation. A suitable method is therefore defined from the investigation objective and actual conditions. Provide available as-built plans and identify uncertainties. Limitations are discussed before work and documented in the results so that site management can understand the scope of the findings for its next activities.

Compare suitable specialist services

Preparing the involvement of responsible bodies

For the private technical service, Luxembourg prerequisites and the permitted scope are clarified before commissioning. SEDAL is responsible for found ammunition; state guidance also identifies the police on 113 as a contact. Planned project coordination and an urgent find report retain their different purposes. The intended contacts are communicated clearly to those carrying out the work.

Compare investigation methods
Project types

Coordinating existing structures, remediation and new ground works clearly

Two people discussing plans at a table beside a vehicle on a construction site.

Identify what each earlier investigation covers

A former industrial site may have several reports prepared for different purposes. Collect the complete reports and identify the subject of each. Historical evidence, soil contamination and explosive ordnance need to be distinguished. A shared project name or an earlier remediation phase does not establish that every ground intervention planned today is already covered by the necessary assessment.

Record the commission, date and investigation area for each report. A soil remediation plan may describe excavation and fill, whereas an ordnance survey report defines its own measurement areas and interpretation limits. The technical planning needs both sets of information if today's excavation reaches different soil layers or adjoins retained foundations.

Sort reports by the purpose of the investigation
Two people with a tablet beside a marked construction area; plans lie in the foreground.

Describe the working areas beside retained buildings

New utility lines or connection pits may occupy areas used differently when the earlier buildings were in place. Show their positions and depths together with known foundations. The investigation is tailored to the specific task, taking account of access, buried structures and interference. Retaining a building does not, by itself, support a general assessment of the ground around it.

For an investigation between retained halls, record paved surfaces, available passageways and neighbouring areas still in use. State which obstacles are known and which dimensions still need to be established. The investigation can then be specified for the accessible areas and the findings that can be obtained there.

Compare specialist services
Illustration: two people review plans and documents at a table beside a construction vehicle.

Hand over results with their actual scope

The documentation should identify the technical question addressed and the area investigated. The planning and site management teams receive the maps, appendices and limitations together. Results from soil remediation and ordnance investigation can then be used in the same project file while retaining their separate meanings and documented limits.

At handover, bring together the drawing revision, the area covered and the intended subsequent ground intervention. If, for example, a connection route changes after the investigation, assess what additional work the revised section requires and record that assessment. Results that remain applicable are retained; outstanding areas are identified together with the technical work still needed.

Document findings and their limitations
Preparation

Prepare the scope and commission together

Establish what needs to be known before commissioning the work

First establish which decision the commission needs to support. Is the task an initial assessment of existing documents, an investigation of a specific area or examination of an anomaly that has already been assessed? These tasks require different evidence. A general wish for safety does not define an investigation that can be carried out. The enquiry therefore specifies the groundworks, location, depth and available findings. Suitable specialist work and the required reporting are then agreed on that basis.

Define the specialist task

Coordinate preparatory work with the investigation

Required access and survey conditions are clarified before the site visit. This may include keeping areas clear, obtaining service information and coordinating with other trades. The method and site determine which preparations are actually needed. Changes to the surface or additional groundworks are not undertaken unilaterally simply to prepare for a survey. Their sequence is agreed with the specialist designers and responsible parties.

Clarify preparatory work in the programme

Agree a clear scope and schedule

A reliable programme distinguishes tasks already technically resolved from prerequisites still outstanding. If an area will be only partly accessible, account for this when commissioning work. Results handover and assessment also need time in the construction programme. Agree timing and the work required once scope, access, documents, construction conditions and the date a decision is needed are clarified.

Discuss the scope and schedule
Tasks at the site

Where groundworks may be needed even when buildings are retained

01

Connections outside the building

A retained building may need new utility connections. The associated trenches and shafts may lie outside previously investigated areas. Show their routes separately and specify the planned depths. An investigation for a neighbouring excavation cannot be applied to these works without checking its coverage.

02

Work on the foundations

State whether the alterations affect only above-ground components or also foundations, basements and deeper connections. The term “renovation” alone is too imprecise. Existing construction drawings can help; unknown dimensions must be recorded as unresolved planning matters rather than assumed facts in the commission.

03

New excavations beside existing structures

Access between retained structures may be restricted. Foundations and other metal installations may also affect measurements. The investigation must be planned around these conditions. This does not justify independently exposing or removing components that have not yet been identified.

04

Identify what remediation reports actually cover

A report on soil contamination answers different questions from an ordnance assessment. Check the subject of each document. Even where they cover the same area, their findings are not interchangeable. Site management must be able to see which works and risks each report addresses.

Project documents

Documents that establish the next step

Record foundation connections and new excavations separately

Continued use of a building may still require new ground interventions. Specify underpinning, connections and pits with their actual planned depths. Compare these works with the existing findings. A drawing of the final arrangement alone often does not fully capture the additional groundworks needed during the conversion when preparing the investigation.

Coordinate the sequence of technical work

Soil remediation, recording existing conditions and ordnance investigation can affect one another's access and working areas. Provide the proposed sequence and identify the responsible technical planners. Before each intervention, establish what information must be available. The sequence used on another project does not provide general authorisation to carry out earlier groundworks without considering the evidence for this site. The ordnance survey report links the investigation brief, measurement data, assessment of findings and results plan. Where clearance work has actually been carried out, the clearance record documents its areas, depths and scope. The conclusion relates the usable results and unresolved questions to the next groundworks.

Construction sequence

Coordinate investigation and construction sections

Submit the as-built plan and reports together

Provide the current design showing retained structures, new utility lines and all ground interventions. Include the existing reports and their maps. State which works are to take place first. The initial coordination relates the available findings to the specific task and identifies missing documents or additional technical work that must be clarified before those works.

Begin the next construction phase with the complete results

Match the reports to the actual planned working areas. Check coverage again if connections change or depths increase. Site management receives the relevant appendices and remaining limitations together. An earlier remediation or construction phase remains useful as a documented record, without extending its conclusions to further areas or new ground interventions without checking them.

Method selection

Select methods according to the task and survey conditions

Historical records and aerial photographs

Historical aerial photograph assessment and other old records help place the basis for suspicion in its spatial context. The available images, their evidential value and the limits of the area considered matter. The absence of an identifiable indication must be distinguished from a technically surveyed ground area. The assessment is considered together with the planned intervention and other available findings. It can support the choice of a survey, but is not a measurement of the present-day subsurface or confirmation for all future works.

Understand aerial photograph assessment

Magnetometric survey

Magnetometric methods detect magnetic anomalies. Whether they can address the specific survey task depends, among other things, on the expected objects, ground conditions, interference and required survey area. Fences, utilities or existing structures may affect interpretation. A measurement signal is therefore not described as ordnance solely because of its strength. Method, interpretation and any further investigation are planned as a connected specialist task.

Understand the scope of magnetometry

Electromagnetic methods

Electromagnetic investigations can be suitable for particular metallic targets and site conditions. Their suitability must be explained for the task, rather than inferred simply from the availability of equipment. Interfering installations, accessible areas and the findings required must also be considered. Results are documented with their location and survey conditions. The specialist assessment determines whether a supplementary method is needed; this remains a project-specific decision.

Understand electromagnetic surveying

Ground-penetrating radar

Under suitable conditions, ground-penetrating radar can provide information about subsurface structures and reflections. Ground conditions, moisture, installations and the particular survey task affect interpretability. An anomaly is not automatically ordnance, and an area with no apparent anomalies is not general evidence for arbitrary depths. The specialist interpretation and its limits are documented with the instruction. A survey for another purpose is not adopted without checking as ordnance evidence.

GPR and limitations

Deep-ground and downhole surveys

For deeper groundworks, it may be necessary to establish whether a surface investigation can provide the required findings or another approach is needed. Preparation includes the location, depth, borehole layout and existing services. Creating access for the investigation must also be properly planned by specialists. A general depth figure or standard grid cannot replace that work. Findings remain limited to the areas actually investigated and the method used.

Prepare deep interventions

Survey during construction

If a necessary preliminary investigation cannot be completed, the specialists assess whether a planned approach during construction is suitable. This includes coordinated investigation, interpretation and communication of findings within the intended work sequence. Visual observation of excavated material is not an interchangeable substitute for a necessary survey. Site management needs a clear description of when specialist work will take place, how new findings will be handled and which areas remain unresolved.

Agree the approach during construction
Technical assessment

Determine the investigation needed from the planned works

Review former use and existing records

A historical aerial photograph analysis can contribute to the assessment of a site alongside existing drawings and reports. Former industrial use alone does not establish the presence of explosive ordnance. Further planning depends on the evidence reviewed and the technical questions that follow from it. Existing findings should be used where they cover the intended working area.

If reliable historical evidence is missing, commission the necessary research, including suitable aerial photographs, as a separate technical task. Consider the origin, capture date and spatial resolution of the material. Record demolition, fill and later utility installations as additional stages in the site's history. An assessment of suspected explosive ordnance contamination explains which indications need to be followed up and where the information available is insufficient for a conclusion.

Account for existing structures when planning measurements

For surveying, access, interference and the investigation objective are among the deciding factors. Agree which areas can be assessed under the existing conditions. Areas that were not investigated or could not be interpreted must be identifiable in the report. A limited investigation cannot support a general conclusion for the whole neighbourhood.

Method selection relates target objects and intervention depth to soil structure, moisture, utility lines and interfering metal objects. Geomagnetic surveys, electromagnetic methods and ground-penetrating radar measure different physical properties. Deep foundations may require additional investigations or a deep survey. Clearance for a borehole relates to its position, depth and the technical service agreed for it. The scope documented for that point remains identifiable even if the design later changes.

Coordinate the investigation with the conversion sequence

A clearance plan can link the necessary technical work to the conversion and new-build sequence. It should clearly identify each ground intervention and the limitations that remain. General observation of earthworks does not replace an investigation required beforehand. The procedure and responsibilities must be agreed specifically for the project in Luxembourg. The technical scope of explosive ordnance recovery is coordinated with the responsible authorities for the project in Luxembourg.

For area clearance, recovery and ordnance supervision during excavation, clarify the tasks that may actually be performed and the responsibilities of the public authorities in advance. Agree the technical supervision specified for the earthworks with site management and the contractors. If a suspicious object is discovered, stop work in the affected area and inform the police or SEDAL. Record the authorities' handling of the find alongside the company's investigation results and subsequent construction progress so the sequence remains traceable.

Next steps

What helps with initial coordination in Esch

01

Identify retained and new components

A combined site plan should show which buildings will remain and where new ground interventions are planned. Include sections, planned connections and known underground structures. This shows where conversion and new construction affect the same area and where separate technical tasks arise. At first contact, agree the project location, the next groundworks and the date by which a decision is needed.

02

Include the right plans for the property

The City of Esch distinguishes PAP plans for existing neighbourhoods from those for new neighbourhoods. A PAP NQ comprises written and graphical sections together with an explanatory report. Use the documents applicable to your property. A general project description replaces neither that check nor a technical investigation. Existing ordnance records are checked for their origin, areas and depths. Where the historical evidence is incomplete, arrange the necessary research, including suitable aerial photograph interpretation.

03

Obtain previous results in full

Obtain existing ordnance reports with their site plans, results and limitations. Keep them available separately from contamination and geotechnical records. For each earlier service, it should be clear which area and question were investigated. Missing maps or appendices make comparison with the new ground intervention harder. On this basis, select the appropriate method for the investigation objective, soil and interference. Carry out the agreed survey or technical supervision and assess what its findings establish and which limitations remain.

04

Resolve outstanding questions before work starts

Discuss which questions must be answered before the first ground intervention. If new connections or deeper components are added during planning, check the investigation scope against them again. Usable earlier work remains an important basis; a change does not automatically require a complete repeat. Hand over the report, maps and, where applicable, clearance record for the documented scope. These establish which results can be used and what further technical steps are needed before the next intervention.

Documentation

Technical services in Luxembourg and the authorities' handling of finds

Findings and their scope

For your project in Esch-sur-Alzette, FONTANA-EOD agrees with you which investigation services are needed and which it can undertake in the specific case. Preparation includes the local requirements and necessary coordination. A private technical service must be distinguished from a decision or action by the public authorities.

Project responsibilities

The Luxembourg Army describes SEDAL's tasks as including the identification, neutralisation and destruction of found ammunition. If a suspicious object is found, safe reporting is essential. Neither a contamination report nor general construction planning alters that responsibility. Germany's BFR KMR may explain technical principles but do not apply directly in Luxembourg.

Working approach

How FONTANA-EOD works

Document the agreed specialist service clearly

We assess the planned groundworks against the available documents and their design revision. Before attending site, we agree with you what needs to be investigated, which areas are accessible and what findings are required. If the design or site conditions change, we check whether the agreed scope remains appropriate. The report states what was actually investigated and the limits of the findings. This allows designers and site management to see which findings they can use and where questions remain.

Discuss the investigation task

The task before the equipment

We first establish the investigation objective: which question must it answer? We then select a technically suitable method. The availability of a particular device or experience on a similar neighbouring site is not enough to justify the choice of method on its own.

Keep limitations visible

Inaccessible areas and limited conclusions are identified. They do not disappear into a total area figure. Designers and site management can then decide specifically which areas still need attention and when a suitable survey becomes possible.

Clarify changes before intervening in the ground

A new location, additional depth or different construction method is compared with previous results. A familiar project name does not replace this comparison. Feedback is provided before the affected work so that an outstanding question can be included in the sequence.

Hand over the report and plan together

The technical conclusion remains connected to its location references and appendices. A brief summary helps orientation but does not replace the documented survey scope. This basis is retained even if site management or contractors change.

Understand the results

Use technical statements for the next decision

Read reports in light of the question investigated

Check whether a report addresses soil contamination, ground conditions, existing structures or explosive ordnance. Consider its geographical scope and supporting appendices. A general description as an expert report or remediation certificate is insufficient for the next construction task. Keep each technical conclusion available with its purpose so it can be used appropriately in the coordinated planning.

Understand investigation reports and their limitations

Keep retained components identifiable throughout the project

Use consistent identifiers for buildings, foundations and connections in the as-built plan, ground intervention design and results report. If an identifier changes, retain a traceable link to older records. Different parties can then base their work on the same locations and identify which investigation already covers their task and what further work is needed.

Understand the service scope
Design and findings

Documents for the next construction decision

Illustration: aerial photographs and maps on two screens and printed on a desk.

Historical evidence and the current design

Aerial photograph interpretation is related to the actual groundworks. Its purpose and geographical scope remain distinct from a technical investigation of the ground as it is today.

Understand aerial photograph assessment
Illustration: two people review plans and documents at a table beside a construction vehicle.

Specialist reports for site management

The findings, their locations and limitations are handed over together. This makes clear to those carrying out the work which area has been investigated and which task remains outstanding.

Assess investigation reports
Four people in orange high-visibility vests in front of two excavators on a construction site.
Person with a yellow survey cart on a footpath in front of a hedge.
Questions from planning

Questions about redevelopment sites in Esch-sur-Alzette

Does former industrial use establish suspected ordnance contamination?

No. The site's history may inform the assessment, but it does not prove ordnance contamination of the particular property. The deciding factors are the professionally assessed information and its geographical relevance. The process combines a review of existing records and any necessary research with method selection, investigation, assessment and documentation.

Does soil remediation replace an ordnance investigation?

Not automatically. It depends on which question the work investigated. A report on soil pollutants must be distinguished from an ordnance report. Check existing results against the scope they actually cover.

Are retained buildings excluded from the planning?

Retaining them does not, in itself, exclude them. New connections or foundation work may affect the ground. Describe these interventions separately and distinguish them from work carried out entirely above ground.

Can an older report be used for new connections?

Yes, if its conclusions cover the new route and the planned depths. The complete report and current design are needed. Where areas or limitations differ, clarify the additional work required. Before the planned ground interventions, agree the investigation requirements with the specialist contractor and the local requirements with the responsible authorities.

What should you do if ammunition is found in Esch?

Do not touch or move the object and stop work in the affected area. From a safe distance, notify the Luxembourg police on 113 or SEDAL. Do not take the object to a recycling centre. Follow the authorities' instructions.

How are areas that could not be interpreted shown in the results?

The report must identify areas that were not investigated or could not be interpreted. These limitations remain visible during subsequent redevelopment planning. A limited investigation does not support a general conclusion for the whole neighbourhood; the further findings needed must relate to the specific next intervention. Paving, utility lines and metal installations can restrict measurement and interpretation. Explain what can be established under these conditions for the planned works.

What determines the amount of investigation work?

Area, depth, research needs, access and interference determine the work involved. Method selection, interpretation and documentation also contribute, as does further investigation of findings where necessary. Agree scope and costs against the specific construction task and existing results. Usable earlier reports help limit additional work to the questions that actually remain unresolved.

Does the start of new construction establish the investigation status of the whole site?

No. The deciding evidence is the complete set of technical results for the specific planned ground intervention.

Project enquiry

Prepare the first technical discussion

Show existing structures and planned interventions

Define the locations of retained structures, new connections and excavations. Include the address, plot, depths, existing investigation appendices and applicable drawing revision.

Organise reports by technical subject

Provide the respective soil contamination, geotechnical and ordnance reports. Identify known utility lines, access, construction dates and the decision needed before the ground intervention.

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.