Person wearing a hard hat and holding a tablet in front of a marked-out construction area and industrial buildings.

Ordnance assessment for industry and commerce

Before earthworks on an industrial or commercial site, we check which ordnance indicators are available for the planned area. FONTANA-EOD reviews site and construction documents and plans suitable investigations according to area, depth, existing infrastructure and operational processes. Send site plans, intervention depths, existing requirements and working hours so that services and evidence can be defined before conversion, foundation work or utility installation.

Before planning

Check suspected ordnance and documents.

Before ground disturbance

Coordinate the investigation area and depth.

During operations

Integrate the construction sequence and HSE.

Initial assessment

Establish investigation requirements before conversion, foundation work and utility installation

Before earthworks, drilling and foundation work on industrial or commercial sites, existing suspicion indicators are used to establish which ordnance investigations are needed. The site history and available results are compared with the current construction area and planned depths. Operational processes, utilities and technical installations affect access and method selection. The evidence must show which areas were investigated and which questions remain unresolved for design and site management.

Have project documents assessed
Project references

Selected project examples

References from project practice

Reference projects: industry, commerce and logistics

Construction in industrial and commercial settings requires assessment of the specific intervention areas. Here you can find the locations of our published reference projects.

13 places · 29 linked reference entries

Project information is loaded from the reference list.

Select a project location from the place selector or choose a point on the map.

Reference projects: industry, commerce and logisticsLocations of published reference projects. Select a place to read the information from the central reference list. GermanyLuxembourgSchleswig-HolsteinHamburgLower SaxonyBremenNorth Rhine-WestphaliaHesseRhineland-PalatinateBaden-WürttembergBavariaSaarlandBerlinBrandenburgMecklenburg-Western PomeraniaSaxonySaxony-AnhaltThuringiaDüsseldorf – 2 reference entriesDuisburg – 2 reference entriesWuppertal – 1 reference entryNettetal – 8 reference entriesKöln – 1 reference entryBergisch Gladbach – 1 reference entryBad Honnef – 1 reference entryTroisdorf – 1 reference entryKaiserslautern – 1 reference entryVölklingen – 2 reference entriesBerlin – 2 reference entriesKaldenkirchen – 5 reference entriesLuxembourg – 2 reference entries
Location reference for a project

The markers show official place centres. The associated references state the construction task, services performed and documented scope.

Map data: © GeoBasis-DE / BKG (2026), VG250 / GN250, dl-de/by-2-0; Luxembourg: ACT / data.public.lu, CC0. Geometries projected and simplified for display.

Site history

What old plans and structural changes mean for the investigation

At the outset, information on past use and existing structures is compared with the planned areas and intervention depths. These factors determine the appropriate investigation area and method.

01

Previous use

Former production, storage, rail connections, military-related use, demolition or long periods of disuse may be relevant to the specialist assessment. On industrial and commercial sites, the available documents are therefore checked and the planned interventions compared with known suspicion indicators.

Review documents
02

Changes to operations

Many sites have been expanded, converted or redeveloped several times. Old foundations, relocated utilities, filled pits and former traffic areas may affect present-day measurements. These changes are checked beforehand against site plans, existing-asset data and the construction objective.

Clarify existing conditions
03

Fill and ground movement

Fill, rubble, ballast, demolition material and imported soil alter the ground and signal pattern. This may influence the choice of method. Bringing geotechnical data and suspicion indicators together early makes it easier to define suitable investigation areas.

Assess ground conditions
04

Traffic and utility corridors

Plant roads, building areas, utility corridors and expansion areas often involve linear interventions at varying depths. The construction sequence, access and existing utilities along these corridors are checked before a method is selected.

Choose suitable methods for traffic and utility corridors
05

Demolition and new construction

Demolition, new industrial buildings, plant modernisation and site development often combine several types of intervention. Demolition areas, new foundations, trenches, piles and work volumes must be described separately so that the subsequent assessment remains unambiguous.

Define the interventions
06

Building under time pressure

When construction, operations and procurement are tightly scheduled, ordnance assessment should not be left until excavation is already open. The investigation area, suitable methods and required documentation are therefore agreed before earthworks begin.

Prepare the construction phase
07

Multiple parties working in parallel

Operators, owners, developers, designers, HSE, site management and civil-engineering contractors need the same technical information. Documentation must therefore identify technical limits while remaining understandable to the parties involved.

Agree communication arrangements
08

Subsequent follow-on work

The initial assessment may be followed by further drilling, utility trenches, foundations, traffic areas or excavation sections. The area dealt with is therefore described precisely so that later works are not mistakenly treated as already assessed.

Maintain the evidence trail
Project situations

From plant expansion to a new commercial site

Plant sites, commercial areas, industrial buildings and previously developed land involve different interventions, responsibilities and evidence requirements. The next step is selected according to use, construction phase and technical feasibility.

Person holding a tablet in front of a marked-out construction area and industrial buildings.

Logistics centre

Plan large building footprints, traffic areas, ramps, sprinkler tanks and earthworks with clearly defined evidence.

Assess a logistics site
Person holding a tablet in front of a marked-out construction area and industrial buildings.

Conversion sites

Assess former use, demolition, reorganisation and civil-engineering works before marketing or development.

Prepare a conversion site
Person holding a tablet in front of a marked-out construction area and industrial buildings.

Plant expansion

Coordinate investigation areas and work dates alongside production, traffic routes and existing utilities.

Coordinate a plant expansion
Person holding a tablet in front of a marked-out construction area and industrial buildings.

Production sites

Plan ordnance investigations for conversions, new foundations and utility trenches during ongoing site operations.

Assess a production area
Person holding a tablet in front of a marked-out construction area and industrial buildings.

New industrial building

Assess the excavation, foundations, borehole positions, floor slab and utility connections before ground intervention.

Prepare a new industrial building
Person holding a tablet in front of a marked-out construction area and industrial buildings.

Business parks

Coordinate multiple occupiers, construction phases, property boundaries and development infrastructure so that evidence remains unambiguous.

Assess a business park
Person holding a tablet in front of a marked-out construction area and industrial buildings.

Industrial brownfield

Coordinate ordnance investigations with demolition and future development; deal separately with soil and contaminant issues.

Assess an industrial brownfield
Project decision

What to establish before land purchase, tendering and the start of construction

Industrial and commercial land should be assessed according to the specific project purpose. The decisive factors are the planned depth, usable area, condition of existing assets and form of evidence required.

01

New site or expansion

Before acquisition, design or the approval phase, existing use-history and suspicion records help estimate investigation requirements for the proposed construction. The results show which investigations and documents still need to be planned.

Assess the project area
02

Work on an existing site

Plant roads, pipe corridors, utility lines, existing buildings and ongoing operations affect access, measurement methods and excavation planning. A reliable assessment starts with existing-asset data and clearly defined sections.

Coordinate existing conditions and the construction phase
03

Tendering and procurement

Investigation areas, service scope, documentation, reporting procedures and possible stop points must be described clearly before procurement for contractors and design offices.

Prepare evidence for procurement
04

Deep interventions and borehole positions

Piled foundations, geotechnical boreholes, retaining works, utility trenches and utility crossings require an assessment that clearly distinguishes vertical coverage from technical feasibility.

Establish target depth and borehole positions
05

Ongoing excavation

For areas that cannot be fully investigated in advance, the technical suitability of construction-phase ordnance surveying is assessed. Excavation layers, stop points, authority to give instructions, reporting procedures and documentation are agreed with site management before work begins.

Plan excavation monitoring
06

Documentation for the project file

Clients, operators, site managers and designers need traceable documents on the initial situation, method, findings assessment, location references and next project step.

Prepare the project file
Initial situation, investigation, evidence

From suspicion to a sound follow-on decision

The assessment combines documents, technical methods, construction sequence and documentation. This shows which area has been assessed and which measure is appropriate as the next step.

Trigger

Unclear previous use

Former industrial, storage, transport or military uses may be relevant to suspected areas. Existing suspicion indicators are compared with the intended areas, depths and construction phases.

Review suspicion indicators
Area

Surfacing and installations

Asphalt, concrete, ballast, reinforcement, building remains, strip foundations and utilities may affect measurement data. The methods that can provide usable results in each part of the site are therefore checked beforehand.

Establish measurement conditions
Depth

Borehole positions and foundations

Piled foundations, driven core sampling, geotechnical investigations and deep utility trenches require an assessment that clearly records target depth, borehole diameter and probe guidance.

Agree borehole positions
Construction

Excavation and stop points

During ongoing earthworks, procedures for anomalies, interfering objects and findings that cannot be assessed unambiguously must be clear. Competent authorities, site management and the specialist company need agreed reporting procedures.

Agree reporting procedures and communication of findings
Documentation

Documentation and handover

Site plans, measurement data, investigation limits, findings assessments, photographs and recommendations must be available in a form that allows the client, operator and site management to decide the next step.

Prepare evidence
Coordination

Competent authorities

Finds and hazardous situations remain subject to the established procedures of the competent authorities. FONTANA-EOD supports the specialist project assessment, surveys, supervision and documentation within the agreed scope.

Clarify coordination
Technical principles

Technical principles for industrial and commercial sites

Use history, existing assets and ground conditions help determine the method. The planned areas and depths define the work volume to which the investigation relates.

Initial situation

Suspicion assessment before technical investigation

Industrial and commercial sites combine existing assets, conversion, expansion, demolition, traffic areas and technical infrastructure. Before a method is selected, the areas actually affected, planned interventions and reliable data already available are established. A technical investigation without clearly stated areas and depths rarely provides the evidence subsequently needed by the client, designers and site management.

Establish investigation requirements before selecting methods
Existing assets

Utilities, foundations and installations

Existing utilities, service ducts, old foundations, reinforcement, ballast, steel remains and fill can affect measurement data and complicate excavation. Existing-asset plans, utility information, geotechnical data and access details are therefore brought together in advance so that avoidable uncertainties do not prevent the technical investigation.

Arrange review of existing-asset data
Depth

Clearly define vertical interventions

Boreholes, piles, retaining works, driven installations, anchors, utility trenches and infiltration trenches reach different depths. Ordnance assessment considers not only the surface but also the planned target depth of the specific intervention. The method suitable for this work volume under the existing ground and interference conditions is assessed.

Agree the target depth
Surface

Surfacing and measurement conditions

Asphalt, concrete, paving, ballast, vegetation, installations and ongoing operations determine whether area-wide measurements are suitable. GPR, magnetometry and TDEM respond differently to the ground, moisture and metal content. The method is therefore planned for each sub-area rather than uniformly for the entire project site.

Assess the surface
Excavation

Construction sequence and stop points

If an area cannot be fully investigated in advance or interventions change, the suitability of additional methods is assessed. Where construction-phase ordnance surveying is suitable, each working layer is technically surveyed and assessed. Controlled layer-by-layer removal and supplementary visual inspection then follow; the steps are repeated down to the agreed excavation bottom. Work sections, machine operation, authority to give instructions, reporting procedures, documentation and stop points are defined before work begins.

Plan excavation monitoring
Findings

Assess anomalies transparently

Not every measurement anomaly is ordnance, and not every interfering object can be assessed conclusively without exposure. A traceable findings assessment with location references, technical limits, recommendations and a clear follow-on decision is important. The documents show which area is affected and what further investigation is needed.

Clarify the findings
Documentation

Documentation for multiple parties

Operators, clients, designers, HSE, site managers and contractors need different information. The evidence must therefore connect the area, method, investigation limits, findings, photographic records and recommendations understandably without obscuring technical details.

Prepare the project file
Communication

Define interfaces early

Project managers, designers, operators, contractors, the specialist company and competent authorities need clear contacts and reporting procedures before execution. During ongoing operations or parallel trades, access, working hours and communication of plan changes are also agreed.

Coordinate interfaces
Procurement

Define the scope of services before tendering

Before tendering or commissioning, investigation areas, depths, methods, documentation and possible excavation supervision should be described so that contractors and clients understand the same scope of services. Possible additional services are also described with their trigger and the evidence required.

Prepare procurement documents
Geotechnics

Include geotechnical works

Geotechnical boreholes, driven core sampling, groundwater monitoring wells, piles and retaining works may require an independent ordnance assessment before the main building or civil-engineering works. The starting positions are compared with the site plan, utility data and planned target depth.

Agree borehole positions
Region

Identify the project location and responsibilities

The project location affects coordination procedures, contacts and document requirements. Site, federal state, municipality, area and existing requirements are considered together during technical preparation without conflating the private project service with decisions by authorities.

Check the project region
Recovery

Process findings systematically

Measurement anomalies are assessed by specialists; any necessary follow-up investigation or exposure is agreed with the competent parties. If an unexpected suspicious object is found, stop work immediately, do not touch, move or uncover it further, leave the immediate area and keep others away without putting yourself at risk. In Germany, notify the police immediately on 110; outside Germany, use the local emergency reporting procedure. The competent authorities determine the response to a find.

Document findings and subsequent decisions
Continuation

Keep later interventions in view

A site often develops over several years. Development or an initial construction project is frequently followed by extensions, utility changes, building conversions or additional geotechnical works. Evidence should therefore be maintained so that later interventions can build on it technically.

Maintain the evidence trail
Operations

Include safety requirements early

Access, work permits, contractor coordination, traffic routes, shift times and HSE requirements can strongly affect the technical sequence. Before deployment, the applicable requirements and available access at the agreed times are established. They therefore form part of the initial project assessment.

Establish operational requirements
Decision

Resolve outstanding tasks before the next intervention

At the end of the assessment, it must be clear whether further surveys, excavation supervision, recovery within the permitted scope, additional document review or the planned execution should be prepared from a technical perspective. The recommendation is therefore linked to the area, depth and construction phase.

Agree the next step
Time windows

Prepare a realistic execution plan

The schedule, working times, exclusion areas, access and parallel trades help determine whether an investigation should take place in advance, section by section or during construction. Investigation dates are coordinated with upcoming earthworks and available work areas.

Agree time windows
Distinguishing methods

Which methods suit the specific intervention

The methods perform different tasks. A sound choice depends on the project objective, ground conditions, interference sources, area and depth.

Aerial-photo analysis before technical deployment

Historical aerial-photo analysis and document review identify evidence of former use and possible ordnance effects. This is used to establish the technical investigations needed for the planned project; it does not establish the presence of objects currently in the ground.

GPR where surface conditions are suitable

Ground-penetrating radar can detect structures, interfering objects and utilities under suitable ground and surface conditions. Metal installations, high moisture, dense reinforcement and heterogeneous fill may limit the information obtained. Suitability is therefore determined by the specific area, not merely by the method itself.

Magnetometry for ferromagnetic targets

Magnetometry responds to magnetic anomalies and may be useful on many open sites. In industrial settings, steel, fences, utilities, rails, scrap and reinforced structures may strongly affect interpretation. Interference sources and areas that cannot be interpreted sufficiently are marked on the plan.

TDEM for electromagnetic investigation tasks

TDEM may be suitable for certain metal targets and site conditions. The method must, however, match the surface, conductivity, interference sources and target depth. On heavily disturbed commercial sites, suitability is critically assessed beforehand.

Borehole surveys for deep interventions

For deep interventions such as piles, drilling, retaining works and foundations, it is assessed whether a borehole survey can cover the required work volume. The decisive factors are borehole diameter, casing, measurement interval, target depth, starting position and whether the area can be assessed sufficiently before the intervention.

Excavation monitoring when advance assessment is limited

For areas that cannot be fully investigated in advance, the technical suitability of construction-phase ordnance surveying is assessed. Each working layer is technically surveyed and assessed before controlled layer-by-layer removal with supplementary visual inspection. These steps are repeated down to the agreed excavation bottom. Work areas, stop points, authority to give instructions, reporting procedures and documentation are defined before work begins.

Checks

Technical checks before deployment

Before surveys, drilling or excavation, the conditions affecting measurability, execution and documentation are checked.

Area boundaries

The investigation area is defined by the construction area, intervention, safety distance, access and construction section. Industrial and commercial sites should be considered not only in terms of property boundaries but also in terms of the actual earthworks.

Intervention depth

Excavation, drilling, foundations, retaining works, utility installation and drainage reach different depths. The selected investigation must match the maximum planned depth and must not obscure deeper interventions.

Interference sources

Metal, utilities, rails, reinforcement, ballast, foundation remains, fences and machinery affect measurement methods. Known interference sources and the sub-areas whose assessment they restrict are checked before deployment.

Surface

Open ground, asphalt, concrete, ballast, existing buildings, vegetation and storage areas alter access and measurement conditions. The surface helps determine whether an area-wide method, a targeted assessment or supervision during excavation is appropriate.

Ground structure

Fill, rubble, cohesive soil, high moisture, coarse ground and groundwater conditions affect measurement data, drillability and excavation. Geotechnical documents help identify technical limits early.

Utility data

Existing utilities and utility corridors must be checked against the investigation area before drilling, surveying and excavation. Uncertain utility positions require additional coordination and may change execution.

Operations and access

Shift operation, plant traffic, safety induction, exclusion areas, contractor coordination and access control may determine the sequence. The ordnance assessment must incorporate these requirements before deployment begins.

Purpose of documentation

Before work begins, it should be clear whether the evidence is needed for tendering, the project file, site management, operator communication or a follow-on decision. This determines how location references, findings and recommendations are structured.

Documentation

Evidence for the project file, procurement and site management

The evidence assigns investigated areas, depths, methods and outstanding tasks to the relevant construction sections. Operators, designers, clients and contractors receive the same location and plan references.

01

Source data

Site plans, land parcels, sub-areas, construction sections, earlier expert reports and existing requirements form the basis of a traceable assessment. Incomplete data are identified so that later decisions do not rely on unstated assumptions.

Bring documents together
02

Investigation area

The investigation area is defined according to intervention, construction phase, safety distance, access and evidence requirements. The boundaries show which subsequent earthworks lie within the investigated area and which lie outside it.

Define the investigation area
03

Method

The method is determined by the surface, ground, interfering objects, target object, depth and construction sequence. Limits are stated openly so that measurement data and findings can be interpreted correctly.

Agree the method
04

Findings assessment

Anomalies are not considered in isolation but assessed with their location, measurement conditions, interference sources and construction objective. This provides a technical basis for a follow-on decision in design or execution.

Assess the findings
05

Project file

Reports, measurement records, location references, photographic records and recommendations are assembled for the client, site management, HSE and procurement. After actual exposure or clearance work, the corresponding findings and clearance records are included.

Prepare the project file
06

Construction communication

Clear responsibilities, reporting procedures, work windows and stop points help during ongoing works. Site management, the operator and the specialist company agree these details before execution.

Agree communication arrangements
Documented project assessment

What the report records about the area, methods and outstanding tasks

The documented assessment brings together the area, documents, methods, limits, findings and next step in a traceable form.

Initial area and project objective

The documented assessment begins with an unambiguous description of the area, use, construction objective and intervention. For the industrial or commercial site, it records the sub-areas considered, the upcoming construction phase and the result required by the client, designers or site management. The report keeps clear which plan revision and construction sections were investigated.

Available documents and missing data

Before technical execution, the available documents and missing information are stated. These include site plans, land parcels, existing utilities, geotechnical data, earlier expert reports, aerial-photo analyses, old plans, requirements and construction-sequence information. Missing data are not concealed but included as matters to resolve during further coordination.

Sub-areas and intervention depth

The investigation area is not described merely as a total area. Sub-areas, construction sections, borehole positions, trenches, foundations, traffic areas and technical installations are decisive. The planned depth is considered for each area because near-surface work, utility installation, piled foundations and excavation create different technical requirements.

Method selection and technical limits

The choice of aerial-photo analysis, GPR, magnetometry, TDEM, borehole surveys, deep-ground surveys or excavation monitoring is based on the specific project situation. The report explains why a method is suitable, where interference sources act and which areas require further coordination before assessment.

Location references and findings records

Measurement points, investigation areas, anomalies, exposures and findings are documented with location references. Site management and the client can therefore identify the area dealt with and the scope of the follow-on decision. In later construction phases, this assignment is used to check which results can be used for the new interventions.

Excavation, stop points and communication

When earthworks are supervised, work sections, machine operation, reporting procedures and stop points are documented so that the construction sequence remains traceable. If anomalies occur, a clear communication line between the specialist company, site management, operator and competent authorities is essential.

Recommendation for the next step

The result should do more than collect findings: it should support a technical follow-on decision. Depending on the project situation, further document review, additional surveying, excavation supervision, technical exposure, recovery within the permitted scope or continuation of the planned work may be prepared.

Handover to project parties

The completed documents must remain readable for the client, designers, operator, HSE, procurement and site management. Results, investigation scope, limits, location references and recommended follow-on measures are therefore structured so that the information can be used in the project file, construction sequence and coordination.

Sequence

From site documents to the documented investigation

The sequence is prepared so that the technical investigation, operational requirements and construction work fit together.

01

Assemble project details

The address, site plan, construction-area boundaries, planned interventions, construction phase and known suspicion indicators are brought together at the outset. This allows a technically traceable definition of the investigation area.

02

Review records

Aerial photographs, historical use, existing-asset plans, old expert reports, utility data, geotechnical documents and existing requirements are assessed for their relevance to the specific area.

03

Define the intervention depth

Excavation depth, drilling depth, foundation depth, utility trenches, retaining works and other interventions determine which investigation is technically appropriate and where its limits lie.

04

Select a method

GPR, magnetometry, TDEM, borehole surveys, deep-ground surveys or excavation monitoring are combined or used separately according to the surface, ground, interfering objects and construction phase.

05

Carry out the investigation

The agreed areas, borehole positions or excavation sections are investigated with location references, equipment deployment, working windows and interfaces with site management.

06

Assess findings

Measurement data and anomalies are assessed with regard to interference sources and technical limits. Outstanding investigations and any further work required are identified.

07

Prepare the evidence

The report, location references, investigation scope, findings assessment and recommendations are compiled in a traceable form for the client, designers, operator and site management.

08

Agree the next step

Depending on the result, construction work, further surveys, excavation monitoring, ordnance recovery or renewed coordination with the competent authorities are prepared.

Next step

Select the construction project and site type

Each project situation requires its own technical definition of the area, intervention, method and evidence requirements.

Logistics centre

Plan large building footprints, traffic areas, ramps, sprinkler tanks and earthworks with clearly defined evidence.

Assess a logistics site

Conversion sites

Assess former use, demolition, reorganisation and civil-engineering works before marketing or development.

Prepare a conversion site

Plant expansion

Coordinate investigation areas and work dates alongside production, traffic routes and existing utilities.

Coordinate a plant expansion

Production sites

Plan ordnance investigations for conversions, new foundations and utility trenches during ongoing site operations.

Assess a production area

New industrial building

Assess the excavation, foundations, borehole positions, floor slab and utility connections before ground intervention.

Prepare a new industrial building

Business parks

Coordinate multiple occupiers, construction phases, property boundaries and development infrastructure so that evidence remains unambiguous.

Assess a business park

Industrial brownfield

Coordinate ordnance investigations with demolition and future development; deal separately with soil and contaminant issues.

Assess an industrial brownfield
Technical coordination

Technical matters before surveys, drilling and excavation

The technical suitability of a method depends on the surface, ground, interference sources, depth and access. These factors are brought together before work begins.

Construction alongside operations

Industrial and commercial sites have traffic routes, utility corridors, plant traffic and ongoing use. The investigation is therefore incorporated into specific work windows, exclusion areas and responsibilities.

Interfering objects and ground

Metal, fill, foundation remains, reinforcement, utilities and ballast may affect measurement data. The interpretation states these limits; the choice of method is justified for each sub-area.

Interventions by depth and area

Area surveys, borehole surveys and excavation monitoring are not interchangeable. The determining factors are target object, intervention depth, surface, construction phase and evidence requirements.

Existing assets and expansion

Extensions, new buildings, plant conversions and utility installation frequently encounter old existing-asset records. The project assessment combines technical feasibility with traceable documentation.

Site management and HSE

Clear stop points, reporting procedures, access requirements and documents are important for site management, operators and safety coordination. These details are included in the investigation sequence.

Follow-up decision

An investigation result must enable a next step: further surveying, excavation supervision, technical exposure, recovery within the permitted scope or continuation of the planned construction sequence.

Project situation

Commercial sites, plant sites, logistics, former sites and industrial buildings require different investigation areas.

Technical assessment

Surface, ground, interfering objects, depth and access determine the choice of methods.

Documentation objective

Reports, site plans, findings assessments and recommendations must remain understandable for the project file and site management.

Select an investigation

Select investigations according to the plant area and planned intervention

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

Compare use history with the specific construction area

Former uses and existing investigations are related to building footprints, traffic areas, utility corridors and demolition zones. A general site description does not replace the spatial definition of the planned interventions. Location, depth and construction condition determine further investigation requirements.

Compare existing documents with the construction area
Two people with a tablet beside a marked construction area; plans lie in the foreground.

Assess measurement access before and after structural changes

Surfacing, foundations and metal installations can restrict investigations. Suitable methods and timing are agreed for freely accessible areas, deep foundations and areas accessible only after demolition. Necessary investigations and protective measures are planned before ground interventions during demolition, surface opening or the creation of access. Outstanding tasks remain assigned to their respective work volume.

Choose suitable methods for changed measurement access
Working approach

Review documents, plan investigations and hand over results

FONTANA-EOD reviews site and construction documents, plans suitable investigation methods and documents the areas and depths dealt with. Site management, designers and operators receive the results with location references and the relevant investigation limits.

Agree the working approach
Documents first

Before technical deployment, the location, use, requirements, utilities and construction objective are assessed.

Methods by area

Surveys, excavation supervision and document review are selected according to the intervention, not applied uniformly.

Take operations into account

Work windows, access, HSE and contractor coordination are incorporated into planning.

Show results on the plan

Reports and location references are structured so that the next project step can be decided.

Area and depth

The scope of services is defined according to the interventions actually planned. Excavation, drilling, foundations, utilities and traffic areas are not treated alike because their depths, work volumes and evidence requirements differ.

Existing assets and operations

Existing utilities, buildings, traffic routes, operational windows and access requirements are considered before execution. This helps integrate ordnance assessment into ongoing site or development operations.

Technical limits

Interference sources, ground structure, surfacing, moisture and installations are not ignored. If a method provides only limited information, the reason is stated and a technically suitable follow-up measure is prepared.

Communication of findings

Procedures for anomalies, stop points and necessary coordination are prepared so that site management, operators, clients and competent authorities can respond systematically when an incident occurs.

Documented handover

Results are brought together with location references, area boundaries, findings assessments and recommendations. The next project step can therefore be traced through the project file.

Procurement and execution

Service limits, method selection, documentation needs and possible earthworks supervision are described so that design and procurement remain easier to manage before execution.

Responsibilities and interfaces

Who supplies plans, arranges access and receives results

Ordnance assessment on industrial and commercial sites involves clients, designers, operators, construction teams and competent authorities. Clear allocation of roles supports the construction sequence and documentation.

Client

Project owner, operator or developer

They define the project objective, construction section, intervention depth, time window and desired form of evidence. The earlier these details are available, the more reliably ordnance assessment can be prepared.

Design

Engineering and design offices

Designers turn investigation areas, borehole positions, geotechnical data, tender requirements and construction sequences into technically unambiguous documents. FONTANA-EOD provides specialist assessment and documentation for this purpose.

Execution

Construction and civil engineering contractors

Contractors need clear service limits, work areas, stop points and reporting procedures. Coordination before construction starts is particularly important for excavation and utility trenches.

Site operations

HSE, facility management, plant security

Operating sites contribute access requirements, contractor coordination, operational safety, utility data and work permits. These factors influence the method and sequence.

Competent authorities

Hazard response and ordnance responsibilities

In Germany, the ordnance disposal services of the federal states and the locally competent authorities carry out hazard-response and find-management duties. Their involvement is established for the project location; outside Germany, local responsibilities apply.

The local public-order authority and, where relevant, the building-control authority are involved in their project-specific roles. Requirements and contacts are assigned to the actual plant areas and construction sections; reporting procedures are defined before work begins.

FONTANA-EOD

Private specialist company

FONTANA-EOD reviews documents, plans suitable methods, supervises defined interventions and prepares traceable evidence for the client, designers and site management.

Practical context

Surveys, excavation and documentation within the project sequence

The service is selected according to the available documents, area, construction phase and planned intervention depth.

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

Historical assessment

Former use, aerial photographs, old plans and existing-asset information are brought together before the technical investigation.

Review suspicion indicators
Person beside a survey instrument on a construction site; a wheeled excavator with drilling equipment stands behind them.

Deep-ground surveys

Borehole positions, measurement intervals and target depth are coordinated with the intervention, geotechnical data and technical feasibility.

Establish depth and borehole positions
Person with a tablet at the edge of a cordoned-off excavation, with an excavator behind.

Excavation supervision

In suitable areas, ordnance surveying can take place section by section before each excavation stage. Investigation limits and layers dealt with are documented.

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

Evidence and handovers

Reports, location references, measurement data and recommendations are structured for the client, designers and site management.

Prepare evidence
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.
Identify the project location

Prepare plant sites and commercial projects according to their location

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

Identify the site and applicable requirements

The project location, property boundaries and building and installation identifiers connect the documents with the specific project. State which construction sections are within ongoing operations and which access arrangements need to be agreed. Existing requirements and contacts are assigned to the relevant sub-areas.

Technical information

Industry and commerce: brochure

Work on industrial and commercial sites combines existing installations, operational processes and new ground interventions. The brochure explains how ordnance assessment is coordinated with these conditions.

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Industry and commerce: brochure – page 1

German · 8 pages

Project questions

Frequently asked questions about ordnance assessment in industry and commerce

When should an industrial or commercial site be assessed for ordnance?

Before earthworks, drilling, foundations, utility installation and demolition, the investigations required for the project are established. The determining factors are the suspected contamination, intervention depth, existing utilities, construction phase and the evidence required by the client.

Which documents does FONTANA-EOD need for an initial assessment?

Useful documents include a site plan, land parcels, construction-area boundaries, planned intervention depths, borehole positions, utility plans, construction schedules, existing expert reports, aerial-photo analyses, contaminated-land records and known requirements. These details help establish which areas and depths need investigation and which documents are still missing. Information and requirements from authorities are supplied with their date, complete appendices and geographical scope.

Which methods may be appropriate on industrial and commercial sites?

Depending on the project, historical aerial-photo analysis, GPR, magnetometry, TDEM, deep-ground surveys, borehole surveys, area clearance, excavation monitoring or ordnance recovery may be relevant. The choice depends on the surface, interfering objects, ground conditions, investigation depth and access. Plant areas that cannot be interpreted sufficiently because of metal installations or other interference remain documented as unresolved; any further investigation required is established separately.

How is work during ongoing operations taken into account?

For operating sites, investigation areas, exclusion zones, access routes, shift windows, utility corridors and operational safety requirements are incorporated into planning. The aim is a sequence that integrates ordnance assessment properly into construction and operational processes.

What is the role of the competent authorities in a find or hazardous situation?

In Germany, the ordnance disposal services of the federal states and the locally competent authorities carry out hazard-response and find-management duties. Their specific involvement is established for the project location; outside Germany, local responsibilities apply. The local public-order authority and, where relevant, the building-control authority are involved in their project-specific roles. As a private specialist company, FONTANA-EOD supports the agreed project assessment, surveys, documentation and communication between the parties.

What evidence is produced for the project file and site management?

Typical documents include analyses, location references, measurement records, survey or clearance reports, findings assessments, photographic records and recommendations for the next project step. The specific form of evidence depends on the scope of services, project phase and the parties concerned.

What determines the effort and cost of an ordnance assessment?

The determining factors are area, access, surfacing, interfering objects, ground conditions, intervention depth, construction phase, available documents, required methods and documentation scope. A reliable estimate can only be made after reviewing the project data.

What should you do if a suspicious object is found?

If an unexpected suspicious object is found, stop work. Do not touch, move or uncover it further. Leave the immediate area and warn others without putting yourself at risk. In Germany, notify the police on 110; outside Germany, use the local emergency reporting procedure. The competent authorities determine what happens next; a project enquiry does not replace reporting the find.

Preparing an enquiry

Documents FONTANA-EOD needs for the initial assessment

Send the available site plans, intended intervention depths and details of the next construction sections. Include known suspicion indicators and operational access requirements.

Site and area

Address, land parcels, site plan, construction-area boundaries, sub-areas, existing buildings, plant roads and access routes.

Ground disturbance and depth

Excavation, drilling, foundations, utility trenches, demolition, expansion, planned target depth and construction phase.

Existing records

Utility plans, utility corridors, old plans, earlier expert reports, aerial-photo analysis, geotechnical data and known requirements.

Operations and safety

Work windows, access, HSE requirements, contractor coordination, traffic routes, exclusion areas and contacts.

Documentation objective

Tendering, project file, site management, operator communication, HSE documents or a decision before the next intervention.

Schedule

Preliminary design, procurement, construction preparation, excavation in progress, drilling date or short-notice coordination needs.

Submit project details together

Send the available documents as completely as possible. Incomplete data can also be assessed if the project location, area, planned intervention and desired next step are identifiable. FONTANA-EOD checks which investigations are needed, which methods are suitable and which information is still missing.

Telephone

+49 (0) 6843 - 999 499 7

Email

info@fontana-eod.de

Project details

Location, area, depth, construction phase

Records

Plans, requirements, existing-asset data

Have project documents assessed
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.