Technical map view of the Münster administrative district with Münster marked for explosive ordnance investigation and surveys by FONTANA-EOD

Explosive ordnance survey in Dorsten

For a long utility route, the boundaries of an application do not necessarily match the later construction phases. Both divisions must be brought together so that no part of the site is overlooked. FONTANA-EOD supports specialist preparation of ordnance investigation for route projects in Dorsten and assignment of results to the planned work.

Application areas

Prepare digital outlines according to local requirements.

Construction sections

Assign each work area to its associated documents.

Plan changes

Update relocated routes and new groundworks.

Assess the construction project

Connect application areas and construction phases clearly

For longer routes, official application areas and later construction phases may have different boundaries. For your Dorsten project, we compare both representations with the actual groundworks. Results and unresolved areas remain clearly assigned to each construction phase affected.

Project site

Connect the site with the specific construction task

Open trench with pipes beside a road construction site; an excavator on the right and a bridge in the background.

Connect Dorsten and KBD Arnsberg through the area reference

The town of Dorsten describes the application route through the local public order authority to the Arnsberg explosive ordnance disposal service. The service portal identifies the Public Order and Legal Office, General Public Order section. The digital area requirements explained on the town's website enable unambiguous allocation. For construction, the associated findings are linked with the sections and groundworks actually planned.

The overview of the Münster administrative district provides further local information for the regional context of your construction project.

Local context

Dorsten specifies particular requirements for route projects

Dorsten: define digital application areas correctly

The town of Dorsten requires shapefiles for investigating extensive route areas. According to its published requirements, the ZIP file must contain a shapefile with polygon geometry in the ETRS 1989 UTM Zone 32N reference system, EPSG 25832. The application area must not extend more than 1,200 metres in either direction. For longer projects, a suitable subdivision must be agreed with the competent authority.

Connect construction phases with several responses

The service portal also specifies the property details and, for an application on behalf of the owner, an authorisation. The public order office is the local point of contact; it receives the aerial imagery analysis results from the Arnsberg District Government and passes on the response. For construction planning, each response must then be assigned to the correct part of the site.

Dorsten and Wulfen in their historical spatial context

On 22 March 1945 Dorsten's old town and Wulfen were hit by severe bombing raids. For present-day projects, the historical locations and areas actually affected must be related to one another. A local historical context does not replace evidence for a specific route or excavation. Different sections may have their own findings, limitations and investigation tasks.

For a route project, the planned area is described with its sections and current spatial reference. The digital application geometry must meet local submission requirements. A correctly submitted dataset does not, however, establish that an investigation has been carried out. Construction planning needs actual results with their areas, depths and unresolved areas.

Investigation task

Which specialist task comes next?

Determine needs for each ground intervention affected

A longer route may have different depths, surfaces and installations. These differences are considered together with existing findings. A method is not transferred to every area solely because they share a project name. Further specialist planning defines its task and the findings achievable for each area affected.

Assess historical documents

Distinguish section boundaries from technical boundaries

The construction organisation may use different boundaries from an investigation or official response. Show these differences clearly. Actual conditions are considered when selecting and defining further specialist work. The legal prerequisites for private activity in North Rhine-Westphalia must also be clarified for the specific commission.

Compare investigation methods
Project types

Create continuous allocation along the route

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

Maintain a common overview

The overview connects all application areas with the current route and planned construction phases. Use unambiguous designations that also recur in the associated documents. This makes interfaces traceable. Several individual responses are not treated as a complete overall finding merely because they are filed in the same project folder.

Document findings and their limitations
Illustration: two people with a tablet beside a drawing table and a survey trolley on a construction site.

Show additional groundworks areas

Shafts, connection excavations or other ground interventions may lie beside the route itself. Include these areas with their actual extent and depth. A centreline alone does not describe them adequately. Allocation to the application, investigation and construction follows the complete planned work areas.

Specialist services and investigation tasks
Illustration: two people review plans and documents at a table beside a construction vehicle.

Check interfaces between sections

Compare adjoining areas using a common plan revision. Different boundaries or later changes may create unresolved areas. These are explicitly identified. Two investigated sections being adjacent does not establish that every intervening or laterally added ground intervention is already covered.

Document findings and their limitations
Working together

Distinguish the tasks of client, designers and specialist contractor

Client and operator

The client describes the project and provides the existing project documents. The operator adds the requirements for use, access and timing. A coordinating contact agrees the assigned tasks with those responsible. Before commissioning, a clear record is made of which information is missing, who will obtain it and which decision the results are intended to inform.

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 scope. Official requirements and decisions are clarified with the competent authorities concerned. The documents needed for a particular procedure depend on the location and project. The technical report describes the specialist service performed; its conclusions are not presented unchecked as general authorisation for further groundworks or as an authority's decision.

Preparation

Prepare the scope and commission together

Whether an investigation task may be commissioned privately depends on the specific North Rhine-Westphalia procedure and applicable legal conditions. The permissible activity is clarified before an agreement.

Establish what needs to be known before commissioning the work

For the Dorsten route project, application areas and proposed construction phases are assigned in a common overview. For each section, identify the existing official response and findings still required for groundworks. A digital application geometry boundary need not coincide with a change in the construction sequence. The specialist commission therefore describes the ground area and volume actually to be investigated, with location and depth. Existing findings, unresolved areas and results documents required remain assigned to the respective sections.

Define the specialist task

Coordinate preparatory work with the investigation

Before the appointment, accessible survey areas for each forthcoming route section are clarified. Known utilities and installations, together with coordination with other trades, form part of preparation. The preparatory work required follows from the method and actual conditions along the route. Additional breaking of the surface or other groundworks to provide access are professionally agreed with those responsible. They are not undertaken independently as incidental survey preparation. A digitally complete polygon does not confirm an investigation area accessible throughout.

Clarify preparatory work in the programme

Agree a clear scope and schedule

The commission links forthcoming construction phases with available responses and outstanding prerequisites. If only part of the route is accessible, this scope is explicitly described. Interpretation and handover of results are also planned for each construction phase. Timing and effort depend on actual access, documents and coordination. If sections are relocated or subdivided differently, their relationship to areas already investigated remains traceable. A new section number alone means neither a new investigation nor an unchanged ground area and volume.

Discuss the scope and schedule

When a route application covers several sections

Dorsten specifies zipped polygon shapefiles for route projects in the ETRS 1989 UTM Zone 32N reference system, EPSG 25832. Under the town's requirements, the application area must not extend more than 1200 metres in either direction. The submission scope and spatial subdivision are clarified with the competent authority in advance. Existing official letters and technical reports are brought together in full with their attachments. The documents should identify which question has already been addressed and which findings are still needed. Missing details are identified specifically before the next commission. Further steps depend on actual needs and the authorities responsible for them.

Before tendering further specialist work

Identify the area, depth, construction method and result required. Include existing analyses, official requirements and complete specialist reports. Providers need traceable plan revisions and known limitations so that scopes can be compared. State duties and permissible private additions remain separate. Also clarify access and responsibility for necessary preparatory work. A general equipment name describes neither the specific investigation task nor the legally permissible commission. Changes are passed to all affected parties before the work.

Before additional investigation points and deep ground interventions

Describe the proposed points or structures with their location and depth reference. A geotechnical investigation answers a different question from the specialist ordnance investigation needed beforehand. Existing results are compared with the actual groundworks. The limited North Rhine-Westphalia conditions apply to privately commissioned safety detection. Neither the wish for an early appointment nor a previous investigation of neighbouring areas replaces this clarification. The agreed scope and results documents required must be traceable for further planning.

When plans or the stage of work change

If a route changes or additional connection areas are added, the new alignment is compared with application and results boundaries. A formally suitable dataset does not establish an investigation actually carried out. Pass the current plan revision and complete reports to those affected. Specialist planning determines which findings still fit and which additional task remains outstanding. A change does not automatically mean repeating all work; the next step is related to the area actually affected. Any official coordination required is carried forward before the relevant groundworks begin.

Tasks at the site

Bring application areas and construction phases together

01

Retain the overall route

Even where there are several applications, maintain an overview plan of the entire project. Identify individual areas unambiguously. This keeps it clear which part of the route is already covered and where documents are still missing. Individual files without a common reference make this comparison more difficult.

02

Include ancillary areas

A route line does not describe every ground intervention. If excavations, shafts or connections are proposed, for example, their areas and depths belong in investigation planning. Whether further work areas are affected must be checked against the actual construction method, rather than read solely from the utility centreline.

03

Compare section boundaries

Mark which application areas cover a construction phase. If a work area lies on a boundary, the associated documents must be read together. Separate processing must not leave the transition between two parts of the site unresolved.

04

Identify changes

If a connection is relocated or an excavation enlarged, show the difference from the previous plan. Check which enquiry or investigation is affected. New areas must not be treated as investigated merely because they still belong to the same overall project.

05

Bring together suspected ordnance, the construction task and the next commission

Assessment of an area of suspected ordnance in Dorsten begins with existing indications and the groundworks actually planned. For a route project with several application and work sections, location, depth and current findings are brought together. Application geometry, spatial boundaries of results and the actual groundworks alignment are clearly assigned to one another. A historical indication, technical result and official assessment may answer different questions. The next step follows from the information still missing. State ordnance assessment and permissible supplementary private tasks are distinguished according to the local procedural status. A private commission neither extends the activity permitted nor replaces the tasks of the competent authorities. Additional documents are obtained specifically rather than deriving a complete finding from an unclear summary.

06

Compare surface investigation with depth of groundworks

A surface survey is assessed according to its investigation objective and the conditions actually covered. Utilities, reinforcement, surfacing and other interfering objects can affect the findings. Measurement at the surface does not automatically substantiate the entire ground volume for deeper construction work. A state-arranged area investigation remains separate from a permissible supplementary private task. The specific procedure is clarified before commissioning. Complete reports with their results areas, depths and limitations are required. Construction plans are compared with them. Where information is missing or the new groundworks extend beyond it, the specific specialist question still needs clarification before groundworks.

07

Assign borehole positions and safety detection on specialist grounds

For a proposed deep-ground survey or downhole detection, the findings required, location and depth of the points, and existing findings are described. A geotechnical borehole has a different investigation purpose. Within the North Rhine-Westphalia framework, private downhole detection is considered only under the specified prerequisites and with a limited scope of activity. It does not establish a general private entitlement to clear ordnance. Handling specific indications of ordnance contamination is clarified through the competent authorities. If a point is relocated or the depth changes, the changed scope is compared before the work. The report shows which positions were actually investigated and what findings are possible under the documented conditions. A method name alone does not describe this scope.

08

Prepare ordnance specialist supervision of excavation for its specific task

An ordnance specialist supervision of excavation is considered with its actual task and applicable prerequisites. It is not a blanket substitute for a necessary advance investigation. For the Dorsten project, work areas, construction sequence and remaining limitations are described. The supervision that can be considered on specialist and legal grounds is justified and agreed before the affected work. Site management, the contractor and specialist personnel need clear responsibilities and reporting routes. If changes occur, it is checked whether the agreed task still fits the groundworks. Documentation records the scope actually supervised.

09

Clarify the clearance objective and later use of the evidence

For ordnance investigation before a construction project in Dorsten, the findings needed before the next groundworks are agreed. An area clearance concerns a defined area and a specific clearance objective; any further measures required are clarified through the relevant official procedure. A survey report or clearance record documents the task actually carried out and its limitations. Site management needs the complete plan attachments and appropriate plan revision. New areas, different depths or remaining interference are considered before further use. A commission described generally as complete does not extend the documented findings.

Project documents

Documents that establish the next step

Read each finding with its own area

Several aerial imagery analyses or investigation reports may have different boundaries and questions. Retain each spatial reference with the complete document. The results actually relevant to a construction phase are brought together. An internal section number does not extend any of the underlying findings.

Carry plan changes through all affected documents

A route shift may affect several application areas or construction phases. Identify the change with its spatial extent and new plan revision. Existing results are assessed against it. Additions still required are agreed before the affected work and then documented clearly. After clearance work has been carried out, the clearance record, including the areas treated, actual clearance scope and results, is assigned to the associated investigation report and site plan.

Construction sequence

Coordinate investigation and construction sections

Agree areas and designations before submitting the application

Prepare the spatial documents required according to the current Dorsten requirements. Assign each area an unambiguous designation and the proposed groundworks. For a larger project, the application subdivision is agreed with the competent authority. The technical construction plans retain their full context alongside it.

Compile the relevant results before each construction phase

Connect the current section with its associated complete responses and reports. Check whether additional groundworks or changes are included. Unresolved areas are clarified before construction. Subsequent phases receive their own comparison with the plan revision then valid and actual results.

Method selection

Select methods according to the task and survey conditions

Historical records and aerial photographs

Historical aerial imagery analysis and other older documents help to place the basis for suspected ordnance in its spatial context. Where there are several application areas, images, their information value and analysis boundaries are assigned to the correct route sections. Interfaces between parts of the site remain identifiable. The absence of a visible indication is not a technical investigation of the ground as it is today. Historical assessment is linked with other findings and planned groundworks; it does not confirm all later work along the entire route as a blanket statement.

Understand aerial photograph assessment

Magnetometric survey

Magnetometric methods detect magnetic anomalies. Ground conditions, fences, utilities and existing structures may vary along a longer route. Suitability is assessed according to expected objects, interference and the investigation area required. Signal strength alone does not identify ordnance. Measurement, interpretation and further investigation receive an unambiguous spatial reference even where data extend across the boundary between two application areas. A formal subdivision of the area does not determine the physical conditions of investigation.

Understand the scope of magnetometry

Electromagnetic methods

Electromagnetic investigations may be suitable for certain metallic target objects and site conditions. Selection is justified according to the findings required, accessible survey areas and interfering installations along the route. Equipment availability alone is insufficient. Results are documented with their location and investigation conditions and assigned to construction phases. Where a supplementary method is needed follows from specialist assessment; a change of application area alone is not a specialist reason for it.

Understand electromagnetic surveying

Ground-penetrating radar

Under suitable conditions, ground-penetrating radar can provide information on subsurface structures and reflections. Ground conditions, moisture and installations may vary along a route and affect interpretation. A reflection does not identify ordnance; an unremarkable area does not confirm conditions at any arbitrary depth. Investigation purpose, specialist interpretation and limitations are documented by section. Before a radar plan prepared for other tasks is used as ordnance evidence, its actual scope is checked.

GPR and limitations

Deep-ground and downhole surveys

For deeper groundworks, it may be necessary to check whether investigation from the surface can provide the information required or whether another approach is needed. Deeper shafts or crossings are described separately with their location, depth, elevation reference and existing utilities. Borehole layout and provision of suitable investigation access form part of specialist planning. A general depth figure or standard grid does not replace it. Results remain tied to the ground area and volume actually investigated, even where it lies at a section boundary.

Prepare deep interventions

Survey during construction

If a necessary advance investigation cannot be completed in full, it is assessed whether a professionally planned approach during construction is suitable. Investigation, interpretation and communication of findings are linked with the work sequence for the route section concerned. Visual observation of excavated material alone does not replace a necessary ordnance survey. Site management receives an allocation of specialist work and unresolved areas to the next activities. At section interfaces, the status already documented and the starting point for further work remain identifiable.

Agree the approach during construction
Technical assessment

The investigation must fit the planned groundworks

Read analyses together

A historical aerial photograph analysis relates to a specific area covered by the application. Assign maps, explanations and further requirements to that area. Several responses may therefore be relevant to one construction phase. Their findings must neither be mixed nor implicitly extended to the rest of the route.

Record site conditions

For the technical survey the conditions along the actual work areas matter. Existing utilities, installations or differences in access may influence the investigation. An approach suitable for an open section cannot therefore be transferred to every further section without assessment.

Plan the work by section

The clearance plan can assign the specialist steps required to the proposed construction phases. Also record the investigation boundaries. The need follows from the specific findings and groundworks; subdivision into applications does not automatically mean the same investigation services are needed everywhere.

Next steps

Which documents are needed as the project progresses?

01

Describe the project and first groundworks

Initial coordination needs the exact project location, a current site plan and the work proposed first. State which findings planning needs and by when. Known missing documents or areas not yet accessible already belong in this enquiry.

02

Assign documents to the present-day project

Existing reports, plan attachments and official letters are compared with the actual areas and depths. It remains distinguishable whether an analysis, recommendation or investigation carried out is available. The respective plan revision and identifiable limitations are also recorded for further use.

Check with the planning team whether the areas meet local data requirements. Record the revision submitted and clarify the authorisation needed. The competent authority determines technical submission questions; an appropriate file extension alone does not confirm correct area boundaries.

03

Supplement historical research and aerial imagery where needed

Where a historical question remains outstanding, the need for further research or wartime aerial imagery analysis is clarified. Existing findings are taken into account. The analysis receives a defined spatial reference and a traceable question. A local historical event alone does not determine which investigation the property needs. Required historical research or aerial imagery analysis is carried out through the appropriate specialist or official procedure. The findings are assigned to the current project area and further investigation planning.

04

Select the method according to the findings required

Depth of groundworks, ground conditions, utilities, installations and accessibility determine specialist preparation. Different areas may require different tasks. The selected investigation scope should answer the outstanding question and identify its limitations. Prerequisites for carrying out the work are agreed in advance with planning, site management and, where applicable, the operator.

Add results to the overview plan and section list. Note which further steps are identified for which area. Missing or outstanding responses remain identifiable even if work can already progress on neighbouring sections.

05

Coordinate surveying or supervision with the programme

The proposed specialist work is incorporated into the sequence and available construction phases. Protective measures, access and contacts must fit the actual work. If conditions change, suitability of the approach is reassessed. Any supervision required is agreed with its purpose and does not replace other preliminary investigation as a blanket measure. Within the agreed and permissible scope, specialist personnel investigate the defined areas or points using a suitable method. The data collected are recorded with location, depth reference and site conditions.

06

Assess results and anomalies on specialist grounds

Measurement data are assessed in the context of the method, site conditions and investigation objective. A measurement anomaly is not automatically identified ordnance. Areas that cannot be investigated and further clarification needs remain identifiable. If a suspicious object is found, the prescribed reporting routes and measures of the competent authorities are observed.

Compare proposed work with the documented investigation. Areas, depths and conditions are decisive, rather than the construction phase name alone. Give site management the associated documents and clarify differences before the groundworks affected.

07

Hand over results with location and depth references

The report and associated plans document the work actually carried out and significant limitations. The documents needed are handed over together to the parties agreed. An isolated results line does not replace this context. The project record must make it possible to trace which areas, depths and planning evidence a finding relates to.

08

Compare the next groundworks with the results

Before subsequent work, it is checked whether its location, depth and conditions are covered by the results. Additional construction phases, relocated connections or changed structures are considered separately. Outstanding points receive a specific next step. The decision is recorded clearly with the plan revision used and those responsible.

Update changed areas on the overall plan and assign the further coordination required to them. Identify which previous results still fit. A change is then assessed specifically without making an unsubstantiated statement about the entire route.

Documentation

Keep results traceable at section boundaries too

Findings and their scope

A common spatial reference, unambiguous section designations and the associated reports help the handover. Those working later on an individual shaft or connection must be able to find the results applicable to it. A collection of responses without spatial allocation is insufficient. Uninvestigated areas and areas with limited interpretability remain explicitly identifiable in the plan and report.

Project responsibilities

The BFR Kampfmittelräumung provide specialist guidance for planning and documentation and apply directly to federal property. Dorsten's submission requirements and responsibilities under North Rhine-Westphalia law must be distinguished from them. FONTANA-EOD provides the agreed specialist service; official decisions and final coordination of requirements remain with the competent authorities.

Working approach

How FONTANA-EOD works

Document the agreed specialist service clearly

FONTANA-EOD carries out the agreed investigation task for the identified route sections and relevant plan revision. Before work begins, accessible areas and results required are agreed. Changes to the route, depths or site conditions are assessed for their effect on the commission before the affected work. The report documents the work actually carried out and its limitations. Allocation of results connects application areas with construction phases without extending findings for one section to the entire route.

Discuss the investigation task

The task before the equipment

Method selection starts with the outstanding question for the route section actually planned. The ground area and volume, expected objects and measurement conditions are considered for this purpose. Available equipment or the approach used in the neighbouring section is not sufficient as the sole basis. Specialist justification remains independent of the purely formal subdivision of application polygons. The results required are linked to the specific construction phase.

Keep limitations visible

Inaccessible route sections and sections with limited interpretability are identified spatially and assigned to the construction phases affected. Site management can then coordinate further investigations and their prerequisites specifically. A statement of the entire route length is supplemented with these unresolved areas. This is also necessary at interfaces between application areas. There it is checked how existing results plans fit together spatially and which findings are actually available for the following activity.

Clarify changes before intervening in the ground

If the route is relocated, a connection added or a different depth or construction method proposed, the change is compared with existing results before the affected work. Specialist planning receives the new revision and its relationship to earlier application areas and construction phases. Its response and any additions required are included in the programme. An unchanged section designation does not replace comparison of the ground area and volume actually affected.

Hand over the report and plan together

Reports, plan attachments and associated area designations are provided together at handover. An overview can show which application response and investigation result belong to which construction phase. The documented scope and its limitations remain decisive for the specialist findings. When site management or contractors change, this allocation is passed on. The next activities can then be related to the evidence that actually fits and the tasks still outstanding.

Understand the results

Use technical statements for the next decision

An application polygon is not a complete construction phase plan

The spatial application drawing initially serves its official purpose. Access, timing of sections and individual groundworks are additionally described in construction planning. The two representations must be clearly connectable. Compliance with a file format alone does not establish complete specialist clarification of the later work.

Understand investigation reports and their limitations

Continuous filing needs clear results boundaries

A common project folder may contain many partial procedures. What matters is assigning individual findings to location, depth and task. Use traceable designations and current plans for this purpose. Site management can then identify which document applies to a particular ground intervention and which question still needs work.

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
Person in an orange high-visibility vest with a MALÅ survey cart on a meadow.
Person in a high-visibility vest in front of a marked construction area with piles of soil.
Questions from planning

Questions about route areas and partial applications in Dorsten

Which file requirements does Dorsten specify for route areas?

The town specifies a ZIP file containing a shapefile with polygon geometry in the ETRS 1989 UTM Zone 32N reference system, EPSG 25832. The application area must not extend more than 1,200 metres in either direction. Agree the submission with the competent authority for a larger project.

Are the application area and construction phase always identical?

No. An area defined for the procedure may have different boundaries from later construction work. Bring the two divisions together in a common overview plan. For each ground intervention, it must be clear which response and investigation concern it.

Is the planned utility centreline sufficient as the investigation area?

The centreline alone does not fully describe the extent of groundworks. Add the work areas actually proposed, such as trenches, shafts or excavations, and their relevant depths. The exact scope depends on the plans and construction method.

What happens to a section relocated later?

Identify the new location and compare it with the previous application and investigation areas. Whether further responses or investigations are required must be clarified according to the specific change. The previous project name does not replace this comparison.

How should a suspicious object on the construction site be handled?

Stop the affected work, do not touch or move the object, and move away. Keep other people away and report the find immediately to the police by calling 110. The responsible emergency services decide on further measures.

Can one construction phase affect several official application areas?

Yes. The respective drawings are connected spatially. For construction, the findings actually relevant and their limitations are decisive.

How are additional shafts beside the route included?

With their actual location, area and depth. They are assigned to the appropriate documents and explicitly included in further comparison when changes occur.

When is a changed route assessed, and what determines the costs?

All affected areas and documents are assessed against the new plan revision. Outstanding findings and additions needed are clarified before the corresponding work. The effort depends on the size, depth and accessibility of the changed areas, a suitable method, interference and usable previous findings. Preparatory services, investigation, interpretation and documentation required are agreed with their respective scopes before commissioning.

Project enquiry

Prepare the first technical discussion

Include an overall overview

Show the route, application areas, construction phases and additional groundworks areas with unambiguous designations.

Connect the individual documents

Include complete responses and specialist reports, and identify later changes or unresolved areas.

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.