Project pathway
The quickest route to the right decision.

Does an older investigation report cover the excavation now planned? What is known about earlier groundworks? For a construction project in Düren, compare existing findings with the new ground interventions. FONTANA-EOD helps you review the documents and clarify outstanding investigation questions.
Check the analysis, maps and annexes.
Locate earlier groundworks on the plan.
Compare new construction areas and depths.
Earlier excavation or soil replacement does not, by itself, demonstrate a completed ordnance investigation. For your Düren project, available evidence is compared with today's area and the new ground interventions. Missing information and further clarification needs remain explicitly identifiable.

Düren is in the Düren district and the Cologne administrative district in North Rhine-Westphalia. For an enquiry within the town, identify the precise project address, for example in Innenstadt, Nordstadt, Birkesdorf, Arnoldsweiler, Niederau, Derichsweiler, Gürzenich, Mariaweiler or Rölsdorf. For projects in Jülich, Kreuzau, Nideggen, Merzenich, Langerwehe, Inden, Hürtgenwald and other municipalities in the Rur and Eifel foothills, identify the responsible municipality separately. Compile the application, analysis received and further local decisions. Add current plans and evidence of earlier changes to the site. Responsibility for further measures remains separate from the private project commission. This identifies what task has already been undertaken and what question remains unresolved for the current project. Findings for the property are linked to current ground intervention plans for the specialist task.
The town of Düren describes a procedure through the local public order authority: it receives the application for aerial photograph analysis and the results from the state explosive ordnance disposal service. Where further investigations are recommended, the local public order authority decides how to proceed. Review the recommendation against your current construction plans and clarify which official steps have already been completed.
First check which area each document refers to. A historical depiction, older site plan and today's property conditions may differ. Indications of earlier alterations or earthworks must therefore be assigned using existing plans and reports. A statement that the ground has previously been disturbed does not replace a documented investigation result.
The air raid on Düren town centre on 16 November 1944 and the subsequent reconstruction are documented by the town and district archive. Rubble removal and reconstruction continued for years. For present-day projects, available documents on wartime damage, former uses, fill and later earth movements are assigned spatially. Different records may be relevant to town-centre and reconstruction sites, the station and older railway or transport routes, and industrial or commercial sites with known former metalworking or engineering uses. For project locations in the Rur valley or towards Hürtgenwald, specific available indications of fighting or artillery use are checked with their spatial reference. Investigation needs are determined from these findings and the actual ground intervention.
Requirements are related to the specialist work actually planned. For activities in Germany, the permits, responsible persons and qualifications required in each case are checked under explosives legislation. In North Rhine-Westphalia, commissioning under state law or the relevant statutory exceptions also apply. The commission identifies the service, prerequisites, result documents and associated responsibilities.
For the planned activities in Germany, risk assessment, work areas and communication are linked to the construction programme. Specialist ordnance work is coordinated with other construction work. Employers monitor compliance with their protective measures and their effectiveness. Operational organisation, site safety and further specialist technical assessments retain their respective responsible parties; joint coordination brings the necessary information together.
A measurement anomaly first requires specialist assessment; its appearance alone does not identify it as explosive ordnance. If an object is genuinely suspected to be ordnance, the prescribed reporting procedures and the measures set by the responsible authorities apply. Investigation reports specify the work completed and its limitations, so that results are not extended to unexamined areas or later design changes.
Procedure at the site: Town of Düren: explosive ordnance disposal · Düsseldorf District Government: FAQ on on-site ordnance investigations.
Planning and documentation: BFR KMR: principles of clearance planning · BFR KMR: geophysics · BFR KMR: documentation · North Rhine-Westphalia KampfmittelVO: Section 3 in particular · KBD North Rhine-Westphalia: guidance for downhole detection and explosive ordnance clearance during construction · DGUV: explosive ordnance clearance FAQ
The BFR KMR are used as technical guidance; locally applicable requirements and responsibilities must be clarified separately.
The permit, qualifications and responsibilities for the specific activity in Germany are assessed under the Explosives Act and the First Ordinance to the Explosives Act. The risk assessment under Section 5 of the Occupational Safety and Health Act relates to the planned activities. The DGUV Information 201-027 addresses preventive investigation and clearance of conventional explosive ordnance and defines its scope. The references it explains to DGUV Regel 113-003 concern specific activities involving explosives; they are not applied indiscriminately to every construction investigation.
Private works are subject to the exceptions under the KampfmittelVO and the requirements of the official guidance. The exceptions concern, in particular, downhole detection as part of specialist foundation engineering and explosive ordnance clearance during construction under the conditions laid down by law. A relevant factor is also the state explosive ordnance disposal service's assessment that there are no specific indications of ordnance contamination on the site concerned. All further spatial, technical and organisational requirements are clarified for the specific activity. The competent authorities decide on the official appointment.
The developer describes the project and provides existing project documents. The operator adds requirements concerning use, access and scheduling. Those involved agree their respective tasks and decision-making responsibilities. Before commissioning, clearly record what information is missing, who will obtain it and which decision the result is intended to support.
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.
The private explosive ordnance specialist company carries out the agreed permissible investigation and documentation scope. Authority requirements and decisions are clarified with the respective competent bodies. The documents needed for a specific procedure depend on the site and project. The technical report documents the specialist service performed, including areas, depths and limits of its conclusions. Its applicability to further groundworks is checked against the specific intervention.
The town of Düren manages the local procedure within its boundaries. The state explosive ordnance disposal service at the Düsseldorf District Government supports local public order authorities in the Düsseldorf and Cologne administrative districts. The town receives the application for aerial photograph analysis and the analysis with specialist recommendations on further action. The final decision on that action lies with the local public order authority. For a project in the surrounding area, determine the responsible municipality from the actual project address. Necessary recovery and disposal measures are clarified through the responsible authorities and the commissions provided for that purpose.
The initial comparison considers the official analysis, subsequent changes and today's ground intervention plans together. The local decision on further action remains decisive. Historical changes to the ground are matters to assess, rather than blanket evidence of an all-clear. Missing evidence is explicitly identified before further tasks are agreed.
Assess historical documentsDescribe which current excavation, utility or foundation is not yet adequately covered by existing results. The specialist task follows from this need and the actual conditions. Privately commissioned activities are defined within the permissible framework. This neither retrospectively supplements nor generally extends the scope of an older report.
Compare investigation methods
An older report may show different property boundaries or buildings that have since changed. Relate its maps to today's conditions. The area actually described is decisive, rather than the same address alone. If assignment is unclear, record it as an outstanding question. The current site plan supplements the older documents but does not replace their annexes.
Link each older report to its commission, original site plan and associated annexes. A description such as construction area, section or property may refer to different boundaries in different documents. Particularly after later subdivision or new infrastructure development, mark the areas addressed clearly on the current plan. Distinguish areas actually investigated from work areas merely planned. Clarify missing annexes and conflicting area information with the respective author or responsible participant before further use.
Document findings and their limitations
For earlier soil removal or filling, the condition referred to by the figures should be clear. Available as-built plans and documentation help comparison with the new construction plans. Missing elevation information is not estimated. Specialist assessment needs traceable information before an earlier finding is used for a new ground intervention.
For soil replacement, the original surface, excavation depth reached and later fill are separate details. Compile available sections, elevation surveys and construction records, identifying their respective revisions. A depth in the older report is used with the reference level stated there. For new foundations, support works or shafts, compare the planned bottom level with this reference. Specialist planners identify areas where assignment is not yet clear or the volume of ground to consider has changed.
Specialist services and investigation tasks
If results from different years are available, their respective areas and limitations are assigned separately. Overlap does not automatically mean that the entire property has been investigated. Unresolved areas may remain between documented areas. A shared overview therefore points to the individual original reports and makes their limits clear for further construction planning.
A shared overview brings the spatial findings together and refers to the underlying original report in each case. Record which document establishes an investigation, an assessment or an official decision. Where reports from different contractors are used, the author, date, method and respective limitations remain identifiable. Areas between surveys and greater depths are treated according to their own state of knowledge. Site management and specialist planners receive a version showing the checked assignments and outstanding tasks for the next construction section.
Document findings and their limitationsPreparation links existing findings to the planned ground intervention and permissible specialist commission for it. Historical assessment, technical investigation, interpretation and documentation are distinguished by their respective tasks. In North Rhine-Westphalia, official commissioning or the conditions for the relevant private activities are also clarified before work begins.
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 taskRequired 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 programmeThe scope of private specialist work is agreed using the project documents, actual execution conditions and permissible activity. Necessary preparatory works, investigation, evaluation and documentation are described transparently. Costs and dates are related to these prerequisites and the required coordination. Changes to the construction plans are checked against the agreed contract before work is extended.
Discuss the scope and scheduleProvide the complete official notification, including maps and accompanying guidance. Record which application area it refers to. This enables a check of whether the current project lies within that area or a change requires renewed clarification.
If earlier soil removal, fill or replacement work is documented, assign it spatially and by its original scope. Available elevation information helps comparison. These documents inform the assessment, but do not establish the absence of ordnance contamination without further review.
Mark known foundations, basements and utilities, as well as the parts to be removed or retained. Demolition may affect different volumes of ground from the later foundations for new construction. Also identify missing as-built documents so planning can account for these gaps.
Add excavations, utility routes, shafts and any support works to the new foundation plans. Show the planned condition with its location and depth reference. This specific description of ground interventions is more informative for coordination than a general label such as housing project or commercial property.
Construction files may describe earlier work and structures. A technical investigation report, by contrast, answers a specific specialist question. Both documents may help comparison but must not be equated. Record which evidence actually supports which finding in the compilation. Measurements, survey results and assessment of findings belonging to the ordnance commission remain linked to the complete report and its associated plans. After clearance work, the clearance record with its scope, results and remaining limits is assigned to the construction section actually treated.
If maps are missing or the original scope is unclear, identify this gap in planning. Site management receives existing documents together with outstanding questions. A general processing note does not replace this information. Documents added later are assigned to the relevant construction section.
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 assessmentMagnetic methods detect magnetic anomalies. Whether they can address the specific investigation task depends, among other things, on expected objects, ground conditions, interference and the required investigation area. Fences, utilities or existing structures may affect interpretation. A signal is therefore not identified as ordnance solely from its strength. The method, interpretation and any further clarification are planned as a coherent specialist task. Magnetometry measures the magnetic field passively; an object's magnetic effect is decisive for its detectability.
Understand the scope of magnetometryElectromagnetic investigations may suit certain metallic targets and site conditions. Suitability is justified for the particular task, rather than inferred merely from instrument availability. Interfering installations, accessible areas and the finding required must also be considered. Results are documented with their locations and investigation conditions. Whether an additional method is needed follows from specialist assessment and remains a specific project decision. Transient electromagnetic methods, or TDEM, evaluate the time-dependent electromagnetic response of conductive objects. The investigation objective and actual survey conditions determine method selection.
Understand electromagnetic surveyingUnder 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 limitationsFor 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 interventionsIf 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 constructionThe historical aerial photograph analysis describes findings from its sources. For today's investigation, earlier ground changes are related to the documented investigation scope. Identify where soil was removed, replaced, filled or relocated and which documents evidence each operation. Earthworks having been carried out does not establish an investigation result. Available reports, earlier reference elevations and current ground intervention plans are therefore reviewed together.
For a conversion, demolition and new construction are described as different ground interventions. Removing old basements, foundations or utilities may affect additional areas and depths. Add the working areas, access routes and ancillary excavations planned for this to the plan. Tasks already completed remain identifiable within their actual limits. The investigation still needed and its preparation are coordinated with the conditions that will exist when the work takes place.
Whether and how a survey can produce usable results also depends on utilities, foundations and other influences. Communicate known limitations during preparation. An area that cannot be interpreted remains an outstanding investigation question and must not appear at handover as a finding without anomalies.
A downhole survey for planned specialist foundation engineering must be distinguished from a search initiated by the state and its commissioning arrangements. Private activities are subject to state-law conditions. Before commissioning, it should therefore be clear which task remains outstanding, who initiates it and which documents are needed.
If project documents contain English terms such as EOD or UXO, relate them to the specialist work described and the intended use. Identify the document language, issuer, commission and area addressed. Findings on area, depth, method and result limitations remain traceable through the original text and annexes. Units, coordinate system and elevation reference must be clear for today's plans. Questions on content are clarified with the author or responsible project participant; the procedural and commissioning context required for Düren is assigned separately.
Compare the application area, analysis and current site plan. At first contact, identify the project address, cadastral plots, construction task and contact. Existing information, reports and complete annexes are checked for revision status, spatial relevance, depths covered and outstanding details. Any official aerial photograph analysis still needed is initiated through the municipal application route.
Assign earlier work and remaining structures using the documents. If historical findings are needed for a commissioned supplementary specialist task, we undertake the necessary source research and aerial photograph analysis, assigning the results to today's intervention area. The existing official analysis remains linked to its respective application area.
Consider official decisions and supplementary tasks. For a permissible technical investigation, methods and scope are selected according to the investigation objective, expected objects, ground conditions, interference and accessible areas. Necessary preparation and involvement of the authorities are agreed before the work begins.
The survey or investigation during construction appointed under North Rhine-Westphalia's requirements is carried out in the agreed areas and points. Measurement data and observations receive traceable location and elevation references. Uninvestigated areas, restricted access and relevant interference are recorded.
The collected data and findings are evaluated against the investigation objective. The technical assessment considers interference, the areas reached and remaining limits of the conclusions. It establishes which further investigation or work is needed for the planned groundworks.
The report and plan attachments document the specialist works performed and their assessment. Worked areas, investigation depths, the relevant ground surface and limitations remain assigned. Reused older results and newly investigated areas are recorded distinctly. The agreed recipients receive the related documents together.
Hand over reports to site management together with the ground interventions actually planned. Those involved assign outstanding follow-up tasks to the areas addressed and the limits of the results. Competent authorities make the necessary official decisions. Additional areas, greater depths and changed construction methods are compared with the documented scope before further groundworks.
Bring results together with the respective plan version and associated annexes. An overview should show which area was actually covered, which depths were considered and which limitations remain. If several reports are used, a finding for part of the site must not be implicitly transferred to the entire property.
Düren explains that searches are also performed by contractors commissioned by the state explosive ordnance disposal service. This is a different commissioning arrangement from a supplementary private commission. In a commission to FONTANA-EOD, we record the specific task and its permissible scope. The report documents the service performed and identifies the limits of the results.
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 taskWe 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.
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.
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.
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.
Documents on soil replacement may evidence the location and scope of an earlier change. Its significance for today's ordnance assessment must be evaluated by specialists and the authorities. Earthworks having been performed is not an equivalent substitute for an investigation result.
Understand investigation reports and their limitationsA depth figure is meaningful only with its documented reference. If ground levels change later, today's plans must be compared with it. Pass reports and plans on in full. Unclear reference levels must not be implicitly replaced by assumptions.
Understand the service scopeCheck whether removing old foundations or basements affects different volumes of ground from the later new construction. The relevant documents must be assigned to this work step. A report for a planned new foundation cannot be used unchecked as evidence for preceding demolition work.
Utility routes and shafts are compared with the boundaries of earlier investigations. The old excavation may cover only part of today's project. Identify the additional areas and depths. A shared project name or the same property number does not replace the specific specialist comparison.

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
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


Historical assessment, technical investigation and further work answer different questions. For your enquiry, describe these tasks separately according to the outstanding project question and permissible activity scope. Required results, areas, depths and execution conditions form the basis for commissioning.
Compare services
Preparation connects the commission, site work and handover of findings. Changes to the project can then be incorporated into technical coordination in good time.
Process and documentationThe town of Düren receives the aerial photograph analysis application through the local public order authority, together with the analysis and specialist recommendations from the state explosive ordnance disposal service. The local public order authority decides how to proceed. Private specialist services are agreed with the permissible commission and necessary interfaces with the authorities.
Where possible, provide documents identifying the location, depth and scope of that work. Evidence of soil replacement is not an ordnance investigation result. The significance of earlier work for your project must be assessed using the findings available.
Compile the information available and explicitly mark what is unknown. A site plan and traceable depth information remain important for the current ground intervention. Only on this basis can the need for further investigation or coordination steps be assessed.
This must be checked against the location, depth and documented boundaries. The utility may run outside the area previously covered or require additional shafts. Only the comparison establishes which previous findings can be used and where further clarification is needed.
Stop work in the affected area, keep your distance and do not touch the object. Notify the police on 110. Wait for the responsible authorities' instructions; do not move or investigate the object yourself.
Each report is assigned to today's plans with its maps, depth information and limitations. An overview can show coverage. However, it does not replace an original report and must not depict unresolved areas between surveys as investigated.
The reference for earlier depth information must remain traceable. Provide available elevation plans and records of the changes. On this basis, specialists check whether the earlier findings fit today's ground intervention.
Costing considers, in particular, area and depth, existing findings, a permissible investigation method, access, interference, necessary preparation and the scope of interpretation and documentation. Provide current plans and complete earlier reports. Official services and private contractual services are assigned separately under the respective applicable cost rules or agreement.
Include all maps and annexes with existing reports. Add the current ground intervention plan and available evidence of earlier demolition, soil replacement or fill. The task description also considers any required surface survey and any necessary area clearance within their respective permissible scope.
Mark missing elevation references, older areas that cannot be located clearly and local decisions still outstanding. Also identify the first planned groundworks step. State which areas are not yet accessible. This allows necessary preparation and handover of results to be coordinated in good time. An enquiry is also possible with incomplete documents. Send the documents available and identify the gaps. Initial coordination clarifies what information is still needed for a reliable task description; missing evidence is requested from the respective responsible participant.
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.