Article Business Practice Contaminated Land

Environment Agency Draft Policy on “Building on or Adjacent to Gassing Landfill Sites”

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This draft document was published as a draft for consultation in July 02. It sets out EA policy on how they should respond to consultations from planning authorities regarding sites on or adjacent to landfills. The major concern is the reliance on the trigger concentration of 1% for methane where housing development is proposed. The guidance highlights that this applies to sites with the potential to generate ‘significant quantities of gas’. Although the document is silent on a definition of ‘significant quantities’, recent thinking presented by the EA suggests a reservoir of gas in the ground not necessarily associated with active generation would be considered ‘significant quantities’.

AGS is concerned that this policy could prove very restrictive and could result in a significant number of brownfield sites not being developable.

AGS is keen to establish the experience of members as to whether this policy is creating obstacles to development in order to make a more strenuous approach to the EA. If anyone has any useful experiences (either one way or the other) please send details to; Peter Witherington (pjwitherin@ensr.co.uk)

Article Business Practice Data Management

IT & e-COMMERCE REPORT

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E-Procurement

Extranets, intranets, e-commerce, e-procurement – all words we see regularly in the civil engineering press and hear more frequently in the office and on site. This is perhaps not surprising when the Government is supporting many initiatives to encourage e-commerce and the introduction of broadband (high speed) internet connections into UK business (www.ukonlineforbusiness.gov.uk). Other initiatives relating specifically to construction such as the IT Construction Best Practice programme (www.itcbp.org.uk) and other collaborative initiatives like the Construction Industry Trading Electronically (www.cite.org.uk) project are serving to bring these issues further up the construction industry agenda. Indeed most of the Government Agencies and many large private clients have e-strategies of one form or another turning these initiatives in to practice.

Whilst the headlines tend to concentrate on e-commerce, the buying and selling of goods and services on the world-wide web, it is the process of tendering based upon information provided in an electronic form, usually on CD, that seems to be having the most direct and immediate impact on the construction industry and hence members of the AGS.

The Business Practice Working Group (BPWG), under the banner of IT and e-commerce, has started to investigate the extent and impact of these issues on ASG members and has begun by considering the e-procurement issues under three broad headings,

· Tendering for contracts (consultancy or construction) over the internet · Buying and selling products and services over the internet · Tendering for contracts based upon information provided electronically

A straw poll within the BPWG suggested that a number of contracts have been tendered over the internet by AGS members and a brief review of member’s websites shows that several AGS members are already offering products and services directly over the internet. Nearly all however had either tendered or prepared documentation for tender in an electronic form with varying degrees of success and satisfaction. In an attempt to better understand the experiences of AGS members with respect to e-procurement a brief questionnaire has prepared (enclosed with this newsletter) which we would be grateful if you or one of your colleagues could complete and return to the AGS by fax. The questionnaire will also available on the AGS website (www.ags.org.uk).

Electronic Tender Information – the easy option?

The wonders of modern technology mean that virtually all of us have computers either on our desks at work or at home. Potentially we can all save although most of us from time to time lament the constant bombardment with emails. But life can be easier when we receive information electronically especially if, like me, you can use the data provided without re-entering it. There is nothing more irritating than typing numbers in from a printed / paper copy of a spreadsheet when in the back of your mind you know someone else has done this before and they have it in an electronic format.

There can be a down side to receiving data electronically which stems from the proliferation of CD writers which now enables vast amounts of data to be readily stored and dispatched. On some CDs the data is well organised and specific to the end user, on others a mass of data which is mostly irrelevant is burnt onto a CD without thought. The box (xxxxxx) records the experience of a piling contractor dealing with two electronic enquiries

In this age of improved efficiency, great technology, the drive for cost reduction and increased environmental awareness surely a standard electronic format must be the way forward. The first example represents the easy “send it all” option and a step backwards. It was more time consuming than receiving a paper copy and no less wasteful in terms of paper, the only gain was lower postage. The second example represented a saving of time and resource, although there was clearly time and effort directed creation of the CD and menu system. The piling contractor concluded with the observation, ‘Surely a simple standard file directory system and data format would suit all; in this way we can all get to and use data effectively saving time, money and going some way to save the environment.’

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On receiving tender invitations on CD The experience of a piling contractor

Piling Enquiry 1

The CD goes into the drive and nothing happens so the powers of Windows Explorer are invoked and a list of effectively anonymous folders fills the screen. There are no meaningful titles to guide me through the to the relevant data and most of the files are in “pdf” format including Word, Excel and drawing files, they must have “ghostscript pdf ” writer, and so the data is locked and has to be re-entered to use. It took several hours to go through and open the 269 files and 179 drawings (142MB of data). The information issued which included the Architectural and the Mechanical & Electrical drawings & specifications; as a Geotechnical engineer the fume cupboard drawings and specifications were particularly interesting.

Eventually the structural specification took centre stage on my computer screen and I thought I had at last come to the area of interest but no there followed another series of Electrical Controls drawings. Finally I did manage to get all the information I required (the structural drawings & specification, pile schedule and site investigation data – a total of 26MB of data). Needless to say, it was a big disappointment to find at this stage that the tender enquiry was only for 60 bored piles.

Unfortunately, probably like 4 or 5 other recipients of the tender enquiry, I had to print a large proportion of the data because I only have one computer and needed to re-enter data to carry out the necessary analysis. Another frustration was that the site investigation data was in “pdf” file format rather than the Association of Geotechnical Specialists’ “ags” format which can be ready analysed by a number of software packages. The “ags” data format seems to be rarely issued except on very large projects due to, I believe, the time it takes the site investigation contractors to issue it.

Piling Enquiry 2

The CD goes into the drive, auto-runs and you’re straight into a menu that enables you to navigate your way around the data. The relevant drawings, site investigation data, specifications, Bills of Quantity, etc can be opened up within minutes. It was disappointing but not surprising that the site investigation data had been scanned in “pdf” format.

Overall though the MACE electronic tender information was well above the rest, my thanks go to those at MACE even though they failed to see the merits of our tender submission.

 

Article Contaminated Land Laboratories

NEW BS ISO SOIL STANDARDS

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BS ISO 10381-2:2002

SOIL QUALITY – SAMPLING – Part 2

GUIDANCE ON SAMPLING TECHNIQUES

This standard, which is compatible with and complements BS 10175 Investigation of potentially Contaminated Site – Code of Practice, gives guidance on techniques for taking and storing samples so that these can subsequently be examined for the purpose of providing information on soil quality. It gives information on typical equipment that is applicable in particular sampling situations to enable correct sampling procedures to be > carried out and representative samples to be collected.

It is one of a series of International Standards dealing with sampling that have been, or will be issued as British Standards. The others are:-

ISO 10381-1 Guidance on the design of sampling programmes. (Being processed as BS).

ISO BS 10381-3 Guidance on safety – (Published as BS)

ISO FDIS 10381-4 Guidance on the procedure for the investigation of natural, near natural and cultivated sites. (In the final stages of approval as International Standard – will be implemented as BS)

ISO DIS 10381-5 Guidance on investigation of soil contamination of urban and industrial sites – in the process of being developed by ISO TC190 – the draft document will be circulated for further comment in 2003.

ISO 10381-6, BS 7755-2.6:1994 Guidance on the collection, handling and storage of soil for the assessment of aerobic microbial processes in soil.

ISO CD 10381-7 Guidance on the investigation and sampling of soil gas. (In the process of being developed by ISO TC190 – the draft document will be circulated for further comment in 2003).

ISO CD 10381-8 Guidance on the sampling of stockpiles. (In the process of being developed by ISO TC190 – the draft document will be circulated for further comment in 2003).

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BS ISO 15176:2002 Soil quality – characterization of excavated soil and other soil materials intended for re-use

This International Standard is one of a series providing guidance on the assessment of soils and soil materials in relation to certain functions and uses (others will relate, for example, to human health assessment and protection of groundwater). It provides guidance on the range of tests that may be necessary to characterise soil materials intended to be excavated and re-used with, or without, preliminary treatment. Soil materials include excavated soil, dredged materials, fill materials, manufactured soils and soil treated to remove or destroy contaminants. Assessment of soil material for re-use may require the measurement of the chemical, physical, biological, geotechnical and radiochemical characteristics of soil material and of the source and target sites. Treatment of soils and soil materials to remove or destroy contaminants or to reduce their availability to the environment may alter soil properties. These properties should therefore be determined before re-use. For manufactured soils, the characteristics of both the components and of the manufactured product may need to be determined.

The standard takes into account the different requirements of top-soil, sub-soil and other soil materials such as sediments or treated soils. International Standard analytical and other test methods (e.g. biological) that may be applicable are listed where available. The test methods are intended to cover a range of possible end uses including: – play areas for small children including nursery schools, kindergartens etc. – schools – gardens and other residential areas – allotments – horticulture – agriculture – forestry – recreational areas e.g. parks, sport fields – restoration of damaged ecosystems – Construction sites.

It is intended to be of use: – in determining the suitability of soil materials for re-use , and the – assessment of the environmental impacts that might arise from re-use.

The Standard does not cover the placement of soil materials in the water environment or to restore underground workings. It does not deal with geotechnical requirements when soil materials are to be used as construction material.

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BS ISO 15009:2002: Soil quality – Gas chromatographic determination of the content of volatile aromatic hydrocarbons, naphthalene and volatile halogenated hydrocarbons – Purge-and-trap method with thermal desorption

This new British/International Standard has just been published.

The method uses methanol as an extractant of the as-received field-moist sample. Those carrying out site investigations should note that:

· Exposure of samples to air, even during sampling, should be avoided as far as possible. Avoid the use of plastics, other than PTFE for handling and storage.

Samples should be analysed as soon as possible. Samples should be kept in the dark at 3C +/- 2C no longer than 4 days.

Information supplied by Michael A. Smith www.michael.a.smith.btinternet.co.uk

British Standards are available from BSI Customer Services
Tel: 0208-8996-9001, Fax 020-8996-7001, e-mail: orders@bsi-global.com, and www.bsi-global.com

Article Contaminated Land Laboratories

THE EXTENSION OF MCERTS TO CHEMICAL TESTING OF SOILS

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Bruno Guillaume, Arup Geotechnics

In October 2001, the Environment Agency launched proposals to extend its Monitoring Certification Scheme, MCERTS to the chemical testing of soils. The aim of the scheme is to deliver quality environmental measurements with product certification of instruments, the competency certification of personnel and the accreditation of laboratories based on an international standard. In its Land Quality Policy Statement (EAS/2703/1/6/Final 3, available on http://www.environment-agency.gov.uk/commondata/105385/lqpol6re.pdf ), the Agency notes that it will only accept chemical testing data on contaminants in soils that has been produced by laboratories that have been accredited to the BS EN ISO/IEC 17025:2000 quality standard for the testing methods used.

The Agency has provided separate MCERTS performance standards in guidance available from www.environment-agency.gov.uk/business/mcerts. To allow reasonable time for laboratories to complete validation of their testing methods to the Agency’s specification, the Agency will implement this policy over a period of twelve months from 1st April 2002. From the 31st March 2003*, the Agency will require that all chemical testing data on contaminants in soils, which is presented to it in support of regulatory compliance, must have an accompanying estimate of bias and precision and a description of the testing method used, with the laboratory being accredited to the BS EN ISO/IEC 17025:2000 standard for the test method.

The MCERTS proposals were discussed at the annual Contest meeting in June at which I was asked to speak on “the client’s view”. There is no doubt that the risk-based approach to contaminated sites and especially quantitative assessment requires greater confidence in data from site investigations. All laboratories should operate quality control and quality assurance schemes with calibrations, blanks, sensitivity checks and duplicate testing. UKAS accreditation is often quoted as evidence of quality assurance, but it gives no indication of the suitability of test for the intended purpose of the end user. Proficiency testing and participation in schemes such as Contest, Aquacheck or LEAP is a far better indication of a laboratory’s ability to undertake tests reliably. However, the results of proficiency testing are seldom available to third parties, such as those organisations commissioning tests from the laboratories. MCERTS has the potential to provide an indication of data reliability with performance standards set by an authoritative body.

Laboratories have expressed concerns over certain aspects of the MCERTS proposals as applied to the chemical testing of soils. Sampling is potentially a far greater source of data errors than is laboratory analysis, and there is as yet no comparable scheme addressing sampling, in-situ and field tests. The performance standards requested by the Environment Agency are too demanding and prescriptive for certain parameters (e.g. limit of detection of 20mg/kg for sulphates) and ill defined for certain parameters (e.g. are “polyaromatic hydrocarbons” represented by the sum of USEPA priority 16 or defined by other means?).

The Environment Agency is considering certification schemes to address field aspects including sampling. It is worth noting, at this point, that the Agency has produced guidance, (including Technical aspects of site investigation, P5-065/TR and Secondary model procedures for development of appropriate soil sampling strategies, P5-066/TR), though this has been poorly publicised.

Accreditation of laboratories to BS EN ISO/IEC 17025:2000 (General requirements for the competence of testing and calibration laboratories) is significant: clause 4.1.2 states that it is the responsibility of the laboratory to carry out its testing and calibration activities in such a way as to satisfy the needs of the client. The requirement for the laboratory to understand the client’s needs is explicit. Currently, too many clients will commission testing without discussing objectives with the laboratory. Unfortunately, the market is driven by price rather than quality and there are still laboratories that offer methods that are inappropriate. An uninformed client cannot distinguish between good and bad service providers. The introduction of MCERTS and accreditation to BS EN ISO/IEC 17025:2000 could act as a catalyst to encourage the engagement of laboratories earlier in the investigation process, thus ensuring that the laboratory methods are fit for purpose.

MCERTS does not specify the methods of analysis, and proficiency testing shows an astonishingly wide variation in results for certain parameters. This is due to the variety of methods in use and economic pressures in a market where there is over capacity, as well as poor parameter definition and lack of performance standards. Method specification through international standards is an extremely slow process and not favoured in the UK. Research has however been undertaken, funded by the Government and the Environment Agency, on appropriate methods of analysis, and the results of this research are still awaited.

Finally, the risk assessment approach to contaminated land requires further guidance which has yet to be provided by the regulators, including suitability of leaching tests, bio-availability and toxicity assessments. The process of investigation and assessment is complex and potential for errors considerable, but MCERTS should at least address one part of the process and raise the importance of appropriate data.

References: Environment Agency, Performance Standard for Laboratories Undertaking Chemical Testing of Soil, May 2002, Version 1 <http://www.environment-agency.gov.uk/commondata/105385/soiltest.pdf> UKAP, Good Regulation and Competitiveness Network – Environment Sector Study, July 2001, <http://www.chemsoc.org/pdf/ukap/enviro.pdf> Hazel Davidson, VAM Bulletin No. 21, 1999, 4 , <http://www.vam.org.uk/news/news_bulletin.asp>

*Note: The intention to implement to this timetable has been withdrawn to allow a more realistic timescale for the accreditation of laboratories. A statement on the EA website reads:

‘Having recently met with UKAS and discussed the concerns of a number of laboratories with respect to the timescales for compliance, the Agency has decided to revise the phased approach to implementation of its requirements to allow a longer lead in time. In addition, the Agency has decided to take this opportunity to review the detail set out in the performance standard with a view to streamlining the additional requirements over EN ISO/IEC 17025:2000 which are already assessed. We will issue a revised implementation policy and performance standard shortly. In the interim, laboratories are urged to seek the accreditation to EN ISO/IEC 17025:2000 for the chemical testing of soils which is already available.

Article Safety

SAFETY MANUAL FOR INVESTIGATION SITES

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The AGS Safety Manual for Investigation Sites was first published in 1992. It has now been extensively revised and extended to reflect the changes in health and safety law and codes of practice which have been introduced in recent years. The manual is designed to provide mangers and supervisors with an easy-to-follow, practical guide to Health and Safety legislation. It will help them understand and maintain the high standards of health and safety required on investigation sites and in offices, both on- and off-site. For ease of use, the manual has been divided into two parts. Part I, which includes Sections 1 to 10 describes in outline current Health and Safety Legislation, while Part II provides guidance and procedures. Each chapter in the manual begins with a list of the main topics covered by the chapter and ends with a list of references from which further and more detailed information may be obtained about the topics covered in the chapter. A model Health and Safety Plan has been included at the end of the manual for users to refine and extend as appropriate to their projects. Whilst some of the legislation is quite specific in its application, other codes of regulations apply to almost every aspect of work. For example, the Display Screen Equipment regulations apply only to workstations incorporating equipment such as VDU’s whereas the Management of Health and Safety at Work regulations apply wherever employees or the self employed are at work. For this reason and to avoid repetition of text, many of the chapters in the manual contain cross- references to other chapters. COST Members Non Members Looseleaf Folder £50 £150 CD* £80 £240 Both £100 £300

* May be used on a company intranet

Article Loss Prevention

INSURANCE CORNER

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What is insurance for loss of original documents? Do we need it?

Traditionally, Loss of Documents, was covered as a specific item under a material damage policy and met the cost of replacing the documents but not the costs of re-sourcing the information that was contained on them. Subsequently, Business Interruption policies were also extended and they would meet the re-sourcing costs. It is now possible to arrange the cover on a joint basis covering both replacement of materials as well as the re-sourcing costs within one overall sum insured.

There has also been a similar extension available under a computer insurance for material and data held thereon.

It addition to the material damage cover, it has been possible to extend Professional Indemnity policies to include Loss of Documents. This commenced as a “Legal Liability to Clients” protection only but gradually extended to include first party documents as well. However, following the enormous Loss of Documents claim in respect of the World Trade Centre the PI extensions are now generally reverting to their original, more limited cover.

The answer as to whether you need the cover is probably – yes – but it does depend very much on what documents you hold and where there are copies.

There is some debate over actual contract documents, where there have been cases of these being unenforceable unless they were the originals, despite the fact that they were computer generated. Although the Courts will generally now accept computer copies, this may not always be the case.

Away from contracts, the concern is regarding documentation and findings related to investigations along with, possibly, designs. Although the finished report may exist, with both Principal and Consultant, you may be called upon to justify your findings in the event of an incident occurring. This could be very costly – or impossible – if the original papers do not exist. The same situation could occur with designs if back-up copies of all relevant documents are not kept.

The key is to make sure that you have copies stored away from the premises and to buy the insurance cover against the worst case scenario.

I am a self employed consultant doing some work for a large firm. They have said that I am covered by their insurance. Can I rely on this?

The initial temptation is to say – “Yes” – on the basis that if the cover isn’t there then you are in a contractural situation, where you would be able to sue them in respect of any actual loss.

However, let’s look at the situation a bit more closely.

1. What insurances do they say that they are providing cover under for you? Any large business would have a wide portfolio of insurances, many of which would be irrelevant as far as you are concerned.

2. Have you received confirmation in writing? If so have they specified exactly what covers you would have benefit from? This is particularly important when you want to consider what liabilities you are still carrying yourself.

3. What are their indemnity limits? It would be easy to assume that just because they are “large” that they will have sufficient limits to cover any eventuality and that they must be bigger than any limits that you would purchase yourself. Are you happy with the limits?

4. How are you covered? Are you just noted as having an interest or are you a joint insured for the project? If it’s the first then there could still be a possibility of their insurers subrogating rights against you if you were negligent in respect of the incident concerned.

5. Are there any limiting terms and conditions? For example, is the policy subject to a large deductible, which will mean that you have to pay this sum off of any claim. Or is there a contribution clause, which says that if you have any insurance in your own name then it could be brought into contribution with the main policy in the event of an incident.

6. Should you be concerned regarding the security of the insurers? If you’ve not had any say in the insurance are you sure that the insurers concerned will still be there to meet any claim and will not have ceased trading.

In conclusion therefore it would be correct to say that there is no legal barrier to accepting the situation but beware of what you are receiving.

Article Business Practice

INSITE FOR SCHOOLS

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In a bid to overcome skill shortages, 15,000 copies of NCE insite go to schools and colleges every term to tell students, teachers, parents and careers advisor’s the potential and variety of careers available in civil engineering, construction and the built environment.

The AGS is a patron of Insite and helps to sponsor a ‘Ground’ related page in each issue.

Do you have a project that will catch the imagination of young would-be geotechnical engineers?

A photograph with a teenage icon in the background (or foreground!)?

Is your remediation project saving the planet? (or the fish, the flora, the fauna …)

In short, anything with youth appeal is wanted. This is not an opportunity for self promotion. It’s an opportunity to communicate the excitement, the challenge, the variety and the satisfaction that keeps you here.

Contributions can be sent at any time – to the AGS for forwarding to the editor

Article

GROUND FORUM

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We have now been a member of Ground Forum for a number of years and the Committee receives regular reports from the AGS representative (usually the Chairman). Most of the matters have been very broad and general as you would expect from this sort of group but the foundation has now been formed and there are some significant initiatives now being developed.

The members of Ground Forum are :

Association of Geotechnical and Geoenvironmental Specialists (AGS) British Drilling Association (BDA) British Geotechnical Association (BGA) British Tunnelling Society (BTS) Federation of Piling Specialists (FPS) Engineering Group of the Geological Society (EGGS) Institute for Mining and Metallurgy (IoM3) Pipe Jacking Association (PJA) UK Chapter of IGS (IGS)

The group was formed to be an umbrella organisation for all ground based associations and to give them a collaborative voice on issues that affected all the industry. It is important to note that members of the Forum have access to the Construction Industry Council and that CIC and other very high level policy making bodies consider Ground Forum to be their route to the associations, societies and hence the professions. We have to make sure that we take advantage of that route to pass our issues and questions back up to the higher authorities.

Issues

1) Insurance

Since the problems of September 11th 2001 the insurance market has reduced in size and the problems of obtaining all types of insurance from Employer’s Liability to Professional Indemnity have increased. Discussions between the BTS and the Association of British Insurers have taken the tunnelling industry from a point where tunnel construction was uninsurable to an agreed code of procedures on which insurance can be based.

This form of collaboration between the Association and the Insurance body may well become a common process in the future for all the member groups unless the insurance situation eases.

The development of this draft (at the moment) code is to promote best practice and insurers will require everybody to comply with it. The document will be supplementary to existing legislation and is now well underway towards a more complete draft.

FPS have also had discussions with insurers and the main causes of increased premiums have been given as September 11th, Stock Market performance and catch-up for the last 30 years.

Following the BTS code development there was discussion on codes of conduct in general and all Societies have been asked to submit any documents that they have to see if the whole situation could be eased by the development of a general “Geotechnical Code of Conduct”.

2) Research and Development

Government funding for research is driven by global issues and the EEC is now moving towards large grants for collaborative research between a number of parties.

The “blue-sky” research is not being funded.

The proposal from Ground Forum is to organise a high level seminar with representation from Government, manufacturing, design organisations etc. contributing. All members of Ground Forum would have input and the objective would be to try to influence “UK Limited” research into Ground Engineering in general.

The raising of the profile of Ground Forum is also an aim, not just for self promotion, but to increase the awareness of the importance of the ground-based disciplines.

I hope that AGS Members see this as a conduit to influential places and people and if there are any issues that can usefully be put through this route then we should start to develop them.

Keith Gabriel AGS, Member of Ground Forum

Article Contaminated Land Laboratories

A NEW LOOK AT GEOPHYSICS

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“We used geophysics once – It didn’t work!” – This was the somewhat challenging response which the author received from a young lady engineer at a water exhibition in the recent past. And, with the passing years of comment and observation, not an entirely unexpected reaction, for the use of geophysics in environmental and engineering projects has had a chequered, and not always positive, history.

Why is this? The search for, and exploitation of, oil reserves would not be where it is now if seismic methods, in particular, had not been available or developed to the current sophistication. Clearly engineers and environmental scientists are dealing with a shallow geological section – so shallow it can be dug up with a JCB – or at least penetrated by a set of relatively inexpensive shallow boreholes. But do we always want or need to act intrusively? Can we really characterise the inhomogeneous sub-surface with a few, one-dimensional, boreholes? YES, we say. We want to do it that way because that is how we were taught. We are suspicious of something which is remote sensing, something which smacks of Black Magic. We want to get into the soil/rock. Feel it. Touch it. Smell it. Well – can you do it over a hectare and be sure that you know all the local changes hidden there? How many boreholes at one-metre centres would this be?

Clearly geophysics will not always prove to be the cheapest solution. Where the ground conditions are known to be uniformly changing across the site and there is no anthropogenic interference, what better than a few boreholes to prove what was known (or at least suspected) to be the case. But what about the other sites where conditions are heterogeneous and man’s past activity has left a legacy?

Using geophysical methodologies, the variability of sub-surface properties can be measured on a grid, along a series of profiles, down or between boreholes. Two-dimensional profiles can be constructed and, given sufficient data, the three-dimensional sub-surface structure deduced. The science is volumetric and (apart from when used in boreholes) non-invasive. It provides spatial data. As a reconnaissance tool it can be used to identify the most technically effective borehole locations for the geoscientific programme. It rarely supplants the use of borehole measurements which are required to provide “ground truth” and calibration. It can considerably improve the understanding of the variability of subsurface conditions and, used wisely, can greatly improve the cost-effectiveness of a site investigation programme.

Early guidance on the use of geophysics by an experienced professional is essential if the programme of works is to be of material value to the investigation programme. The 1993 report by the Site Investigation Steering Group of the Institute of Civil Engineers, “Site Investigation in Construction”, distinguished between the Geotechnical Contractor and the Geotechnical Adviser. A similar distinction can be made between the Geophysical Contractor, chosen for his practical abilities and specific skills, and the Geophysical Adviser, providing an independent view to the client as a consultant. The Advisor understands not only the science, but also the capabilities of the contractor and the needs of the engineer and environmentalist.

For the requirements of the ground investigation to be achieved it is important that the needs of the main consultant and client are fully understood and the abilities of the current geophysical “state of the art” appreciated. With objectives adequately defined and site constraints understood, the most appropriate method can be chosen for the situation, the survey line layout optimised and the best station spacing identified to achieve a useful data set.

Interpretation of these data to arrive at a meaningful evaluation is dependent on a basic knowledge of the ground conditions at the survey site from which a model can be developed to fit the geophysical data measured. It has to be appreciated that these data relate to the lateral and vertical variation of the physical properties of the underlying soil or rock strata. The integration of “ground truth” and the derivation of a sub-surface model are dependent on close collaboration between the geophysics team and the engineering and environmental staff.

This link is vital and allows the development of a site model drawn from the corporate experience of the team – creating confidence in the method and the results obtained.

The geophysical approach should be to ask a series of questions up-front:

Objectives: What is the nature of the site and are there physical constraints anywhere? What are the perceived problems in this area and what accuracy is required? Can these be addressed by a particular methodology or is a combination needed?

Deliverables: What does the client’s consultant need/expect? How does he want it presented? Is the time scale realistic? What control may be available? Is the data to be integrated?

Methodology: How should the survey be undertaken? Can the client afford this best approach? What can be achieved by a more limited study? What techniques are really most useful? Is geophysics really appropriate?

Only by careful pre-appraisal of a site and the desired objectives can the “didn’t work” tag be avoided.

Whilst most geophysical methods were originally developed by the mineral and oil prospecting professions, most have now been refined to provide higher resolution solutions for shallow engineering and environmental studies. Not to be mistaken for a single “remedy”, geophysics has many facets: –

Seismic operates in Refraction, Reflection and Transmission modes. It has applications in depth to bedrock, reconnaissance of layered structures, foundation studies and rock fracture conditions and detailed geological structure. A wide range of resolution is available.

Gravity measurements can identify shallow voids, fractured or weathered zones in rockhead as well as define fault locations and basic geological structure.

The surface extent of natural radioactivity is related to the underlying geology. Thermography is also an areal method which can provide information on shallow sub-surface disturbed areas, drainage zones and springs. Electrical methods using direct or low frequency currents have a value in determining water bearing layers, measuring thickness of weathering and overburden, and identifying faulted or polluted zones.

Electromagnetic techniques with either a remote transmitter or controlled close transmitter can assist in structural and stratigraphic studies as well as locating manmade buried objects. The methods are also used in water prospection and archaeology.

Magnetic data are often used both in a reconnaissance mode and in detailed surveys for archaeological and pollution studies for detection of ferro-magnetic objects and related features.

Ground Penetrating Radar has gained popularity in civil engineering for identifying buried pipes, obstacles and cavities and non-destructive testing of road surfaces and concrete structures. For further information on these techniques, CIRIA, in conjunction with the Engineering Group of the Geological Society, has produced a useful reference book “Geophysics in Engineering Investigations” (CIRIA C562). The Environment Agency also has incorporated geophysical “Investigation Method Summary Sheets” within its two volume Technical Report “Technical Aspects of Site Investigation” (P5-065/TR).

The author is a specialist in the use of geophysics for near-surface projects and keeps in touch with several European centres that are further refining and developing technologies. Whilst many of these have benefited from the considerable advances in the use of geophysics for petroleum exploration, a great deal of research is now directed to particular applications in the engineering and environmental areas. Can you afford not to gain the benefit of this experience in expanding your knowledge of the application of geophysics to ground investigations?

John C R Arthur Top-Hole Site Studies Ltd

Article Data Management

AGS FORMAT – ARE YOU UNDERMINING ITS USE?

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One of the benefits of using the AGS Format for the transfer of SI data is that it can be used in any software programme without the need to re-key. However FPS Members report that by the time the data reaches them it has often been translated into *pdf format and become unusable except as a hard copy report.

Piling contractors have been slow to adopt the format and to acknowledge its advantages. They will be even slower, however, if they are denied the benefits.

Registered User Logo

If you are a registered user of Edition 3, you will have received a logo, as part of your registration pack, which identifies you as a registered user. This logo should be used on reports, documents and data. It will indicate to the end user that at some stage electronic data has been produced. In many cases (even if the *pdf problem has been avoided) the data travels through several hands, and arrives with the pile designer in hard copy only. The presence of the logo will alert the data user that it will be worth while making enquiries up the line to obtain electronic information.

USE THE LOGO and let everybody benefit.                  

Article Loss Prevention

RESULTS OF THE CONTRACTUAL RISK QUESTIONNAIRE ISSUED BY THE AGS LOSS PREVENTION WORKING GROUP IN 2002

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120 questionnaires were issued, 18 responses were received, giving a 15% return rate

Of the responding members, 88% were consultants, 32% were contractors and 6% specialists, indicating a number of members operating in both the consultancy and contracting fields. No laboratories responded. The company size of respondents was evenly spread with 25% below 10 employees and 37.5% each between 10-100 and over 100 employees.

A number of the questions related to ‘risk’ and how it is perceived and managed by members. The general perception of risk over the last decade would appear to remain relatively constant, but that awareness has increased. Almost unanimously, respondents agreed that geo-environmental work carried more risk than geotechnical work alone and concerns were noted that Clients’ perception of risk and the role of PI insurance cover are often incorrect.

Nearly all respondents feel they were not sufficiently financially compensated for the risks they take, given that the risk of consequential losses is likely to be high, even though the risk of something going wrong is generally low . The predominant impression is that risk is unfairly allocated to consultant/contractor, often due to the wording of contracts produced by legal practitioners, who are aiming for nil risk transfer and have little practical understanding of the restrictions on PII cover due to pollution and contamination. This perception is magnified when margins are tight, but in reality Clients only get what they pay for.

Typically contracts appear to be divided in four forms, standard, client specific, in house and exchange of letters, but the form does not appear to affect the acceptability of a contract. In deciding whether to accept either a geotechnical or geoenvironmental contract, the prime issue was consistently the client relationship, followed by the terms and conditions and fees. The capacity to undertake the project was also a serious consideration but of less perceived importance. The least influential considerations were possibility of and size of potential claims and the project structure.

It is apparent that most companies adopt a conservative but pragmatic approach, when asked to accept clients’ terms and conditions. Whilst some members accept these contracts as non-negotiable, nearly 30% of respondents refer non-standard documents for legal review. A further 25% routinely challenge objectionable provisions with respect to key issues, and a further 25% do not worry unduly about terms relating to liability, as claims are generally rare. An alternative approach adopted in relation to contract terms is that they are deemed effectively irrelevant where good QM and experienced staff limits the potential for negligence.

An assessment of client contract practise identified the Utilities, e.g. Lattice, Railtrack, as having the most aggressive contract practises, whilst other professionals were believed to be the least aggressive. It is observed that it is often the larger, near monopoly clients who try to impose the most onerous conditions and are unwilling to accept a realistic proportion of the risk. The majority of members are concerned about Client specific contractual clauses and NEVER accept contractual clauses including unlimited liability or warranties, Client rights to assign and power of attorney and ‘fitness for purpose’, but they appear willing to accept PI cover requirements.

However, an overall impression appears of members being increasingly aware of the risk involved in geoenvironmental and geotechnical work and the areas where these risks occur. Whilst some are still prepared to carry on with this knowledge, there is evidence of a number of members being unwilling to accept unbalanced contracts unchallenged and, in some cases, will, if necessary, refuse to accept commissions under certain circumstances.

Article Business Practice Data Management Executive Loss Prevention

‘LATE PAYMENT’ LEGISLATION IS COMING INTO FORCE

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The revised ‘late payment legislation’ is coming into force on the 7 August 2002, from this date all businesses and public sector bodies can claim interest for late payment.

The ‘late payment legislation’ is composed of the Late Payment of Commercial Debts (Interest) Act 1998, as amended and supplemented by the Late Payment of Commercial Debts Regulations 2002, which combined introduce a number of changes and new entitlements including:

  • To allow creditors to claim a fixed sum of compensation should late payment happen. The compensation is to cover debt recovery costs.

  • To allow all businesses and public sector bodies to challenge contractual terms that do not provide a substantial remedy for late payment.

  • To provide small and medium enterprises (SMEs) with the right to have appropriate organisations act on their behalf and challenge contractual terms that try to remove or alter their right to statutory interest.

  • To create a reference rate which will be used to determine late payment interest rate (the late payment interest rate is the reference rate + 8%).

Guide available for businesses

Better payment practice and Business link have produced “A User’s Guide to late payment legislation” which can be downloaded from the Better Payment Practice Group’s website www.payontime.co.uk/downloads/latepayment download.html. It may also be ordered free of charge from DTI Publications Orderline, Admail 528, London, SW1W 8YT, tel. 0870 1502500, fax. 0870 15022333 or by email at sbspubs@eclogistics.co.uk.