“The terms of reference of your appointment are as follows: (1) To identify areas of land within the Corby District which potentially are capable of being the subject of an application to reclamation grant by the local authority. (2) Pursuant to 1) above to take all necessary consultations with officers of the District Council and Commission for New Towns to determine such sites. (3) to prepare for submission within the time-scale of your appointment and application for reclamation funding arrangements with the Department of the Environment…”
“a) the ability of you and/or your partnership (if a partnership please supply details) to undertake possibly a five-year contract renewable annually for the reclamation works in Corby. b) the ability of your partnership to provide: i) detailed site investigations ii) production of documentation in all forms iii) general supervision as the works to be undertaken c) your proposals in respect of the proposed charges and fees d) your availability in respect of discussion outside immediate contractural responsibilities following commencement of the works, e.g. Discussions with the Department of Environment, Council etc”
“(a) I wish to inform you that apart from myself, engaged on the project, Dr F.W. Smith, Ph.D., M.I.M.M., C.Eng., will also be joining me together with other staff, e.g. Tracers, Draughtsmen and Engineers, etc. as and when the work proceeds. …As the person heading the project I have had 20 years experience in civil engineering and the last 10 years with the Derbyshire County Council engaged on the reclamation of derelict land for various after uses… During my employment with the County Council I have had experience in all aspects of reclamation works from the design stage through to the supervision of the work on site, and in the latter years the overall responsibility for the running of the reclamation team. (b) Over a number of years I have had considerable experience in the formation of contract documents to this type of work... An important part of the work is in the field of Soil Mechanics as most of the sites are for an industrial after use, and consequently I have employed an expert in this area, Dr Smith...”
“1. The Consulting Engineers shall make or be responsible for obtaining all necessary surveys, levels, soundings and borings and shall make such investigations and enquiries as may be necessary or may be required by the Council for the purpose of and in connection with the Works… 2 After such consultation as may be necessary with any authorities having rights or powers in connection with the construction or site of the works the consulting engineers shall submit for the Council's consideration a report on the works together with preliminary plans, designs and an estimate of cost. 3. The consulting engineers shall upon receipt of the direction in writing to that effect by the Council prepare all such detailed designs, drawings, working drawings, dimensions, sections, plans, specifications, bills of quantities and a revised estimate of cost, together with all other documents, matters or things that may be necessary or may be required by the Council for the purpose of inviting and obtaining tenders for the carrying out of the Works. The duties... shall include the preparation of the draft contract documents… the Consulting Engineers shall be responsible for liaising with British Steel Corporation and their contractors and advising on the most expeditious and economic method of working. 4. The Consulting Engineers shall aid and advise the council in the consideration of any tenders obtained and the selection of the tender or tenders for acceptance... 5. The designs, drawings, dimensions, sections, plans, specifications, bills of quantities and other documents, matters or things prepared as aforesaid shall be subject to approval by the Council but no such approval shall affect the responsibility of the Consulting Engineers in connection with the duties undertaken by them under this Agreement… 6. The Consulting Engineers shall consult all authorities, including British Steel Corporation and the commission for new towns, having rights or powers in connection with the construction or site of the Works… 8. The Consulting Engineers shall if reasonably possible attend or be represented at all meetings convened by the council to which they may be summoned and shall advise and assist the Council on all matters relating to the duties they have assumed under the Agreement. 9. The Consulting Engineers shall subject to the approval of the Council... appoint such resident site staff as the consulting engineers consider necessary for the efficient supervision of the work on site. The Consulting Engineers shall also make such inspections as may be necessary and shall keep the Council informed of the progress of the works. The supervision and direction before mentioned shall include the inspection and testing of work and materials and the supervision of works processes.”
“… I wish to formally submit draft proposals for the basic infrastructure necessary to develop the reclaimed land at the former iron and steel making site in Corby. The application is made under theLocal Employment Act 1972 for 100% grant aid to cover the costs of basic infra structure… The District Council in reaching a decision to develop the land in question has had regard to the critical unemployment levels in the town and the immediate need to make available land for incoming industry… Following our recent meeting with yourself… please finding enclosed as requested, a plan indicating the basic layout of the industrial estate together with estimates of the total cost involved… The estimated total cost of the basic infrastructure amounts to£10,017,550 . Sections of the site will be released by the contractors undertaking the present demolition and site clearance works thus enabling the early commencement of the earthworks and engineering contracts. It is intended to commence the industrial access road from Lloyds Road and extend in a north easterly direction as indicated in phase 1 of the plan… Also included in the overall proposals is the construction of a link to Gretton Brook Road…”
“ DISPOSAL OF CONTAMINATED SOIL It is understood that as yet no soil analysis has been carried out on the land recently purchased from BSC. When such samples are taken I would be grateful to know of any such results before soil is re-sited should they contain the following:-… 4. Carcinogen Mutagenic or Teratogenic compounds 5. Mercury and compounds 6. Cadmium and compounds 7. Mineral oils and hydrocarbons 8. Cyanides Metalloids and Metals and their compounds in his 1. Zinc… 3. Nickel 4. Chrome 5. Lead…”
“…I now confirm that it is the Corporation’s wish that forthwith you cease depositing the reinforced concrete and other clean materials uprising from the demolition area in the present tips and commence the filling of the final Deene gullet which is marked in red on the enclosed plan. The transfer of this tipping facility will require a certain amount of upgrading words to be done to the existing track system... I appreciate that there are still large quantities of contaminated materials arising from, in particular, the Glebe Coke Oven area, and these you will continue to deposit in your existing tipping facility. We also require at the end of each month a written return certifying the amount and type of material taken to the tip, so that this can be added to our statutory return…”
“Based on the knowledge of the previous uses of the areas in question, there is a fundamental need for properly investigating the existing chemical regimes on the site. There are likely to be a range of toxic and hazardous substances in the ground that are a legacy from the previous industrial processes and activities and wedge can affect a number of different ‘ targets’ in different ways: -site workers can be affected by liquids, and dusts, solids, and gases; -future site uses could also be at risk albeit to a more modest degree... -plant life can be adversely affected”
“The Contractor shall take all reasonable precautions to prevent contamination of public roads by vehicles leaving the site. These should include wheel-washing in the event of contact with toxic materials.”
“It should be noted that the quarry is being used as a tip for the deposition of the slurry and contaminated ground and a condition of the sale of the land from B.S.C. is that the quarry site is fully restored. As an additional precaution it would be sensible to include a clause in the heads of terms for the sale of the land stating that the quarry has to be fully restored.”
“1. Though not an active disposal facility, these works were worth visiting as an example of what can happen when industry disposes of waste within the factory cartilage. While the company [BSC] was licensed to dispose of waste it did so with minimal supervision. 2. British Steel, with the exception of a pipe-making plant, have left this site. Negotiations are underway with Corby District Council, for the district to purchase the site with a view to developing its light industry. The district appeared to be aware that the site is contaminated, but feel they have the expertise to deal with it. They have not been in formal contact with the county, and the county have no locus here, as this is a derelict land problem. It is also worth noting that the BSC Foreman who [ran] the waste disposal is currently the chairman of Corby District Council. 3. We visited three areas within the site: a drum disposal area, and asbestos disposal area and some tar lagoons. DRUM DISPOSAL 4. The area we visited consisted of a cutting full of water and drums. The drums appeared to be floating in the water, though equally it could be that the drums were in greater quantities and had been partly covered with water. No attempt had been made to crush the drums or otherwise deal with them. 5. The drum area has also been used to take asbestos, and currently is used for general factory rubbish and some foundry sand. No attempt is made to cover, crush or generally deal with this waste. ASBESTOS AREA 6. A considerable area is designated as an asbestos tip. It has to be a large area as no one knows how much asbestos has been tipped or where. While no asbestos was visible, it does appear that up till recently asbestos was frequently found uncovered. TAR LAGOONS 7. A number of lagoons have been used to dispose of the line, benzole and cast lodges. These lagoons still remain, and will have to be drained and the contents probably removed from the site.”
“Very few records of the type, quantity and composition of waste products were kept prior to the 1972 Deposit of Poisonous Wastes Act. The areas where these wastes were dumped were not properly recorded and controlled prior to 1972. When steelmaking ceased in 1979 the prime concern of Anglian Water was the quality of the groundwater. Analysis of soil samples in 1983 showed that area is to be developed at very high levels of contamination… Areas of heavily contaminated land have had the topsoil removed and replaced with uncontaminated soil. Soil surveys are now being complicated on all development site[s] to identify possible areas of contamination. Sites of unknown contamination have been identified...”
“Thousands of drums (45 gallons/200 litres) of floating in the Deene quarry pond exposed to the elements and therefore in a rotting condition, drifting east and west according to the wind. Dumping of assorted rubbish, stood and galvanising plant waste (BSC’s) takes place predominantly at the eastern end of the pond, and it is assumed that drums are periodically becoming trapped here causing stability problems…”
“… the major proportion of superstructure has been removed from the site, main roads, sewers and services have been or are being provided and the first developers are now on site… Currently the DoE have approved approximately£14 million of expenditure. The original purchase from BSC was 255 acres in 1981 and the council now owns approximately 700 acres including such areas as Deene Quarry, the Slag Banks and the Soot Hills. The original programme was estimated at about five years and with the additional purchases of land the team is working on a more extended timescale and this has necessitated a review of staff level requirements… The scheme has been tackled successfully to date using a mixture of consultants (for specialist work) and an Industrial Development Project Team comprising up to 12 staff on fixed term contracts (the staff originally seconded from the Commission for the New Towns having returned to CNT), all fees and staff costs being reimbursed by 100% grant from the Department of the Environment… The principal consultant used has been R.C. Ibbotson Consultant Engineers and his work has involved in negotiations with the DoE as well as engineering design of reclamation and earthworks. W.S. Atkins have also been used for specialist advice in matters to do with contamination and specialist soil advice has been sought where necessary… In the light of the above it is RECOMMENDED that the committee extended contracts of the industrial development team until December 1988 with a further review in June 1988 and engage R. C. Ibbotson Consultant Engineers, to deal with the initial reclamation on the following sites:- 1) Land adjoining the Heavy End 2) Land adjoining the former Northern Tip area 3) Land adjoining the former BOS Plant 4) Heavy Rolling Mills and engage specialist consultants to advise where appropriate…”
“During my visit to the steelworks redevelopment site on 20.11.85 I noted that considerable quantities of subsoil are currently being transported from the old "Heavy End” up to the dry tipping area east of the drum pond…”
“Enclosed please find completed forms and plans in respect of the District Council's application for a Disposal Licence for the Deene Quarry which is presently being used for the deposition of excavation material from reclamation contracts at the former Steelworks site. Since recently acquiring the site from the Corporation, the Council has commenced its programme for the restoration of the former quarry and the infilling of the various voids is the first stage of the reclamation proposals. Upon completion of the various tipping operations, the site will be covered by a capping material, topsoil, cultivated and seeded, together with the erection of protective fencing and the installation of site drainage… The site licence is to cover the whole of the site because materials will be deposited in various locations, dependent upon the time of year and site conditions, however, the prime objective is to infill the "drum pond" as quickly as possible. The material used for infilling voids etc. is from the former steelworks complex and is mainly reinforced concrete foundations, brickwork, slag and general excavated materials which is uprising from the various reclamation schemes. The material will be transported to the tip in on-site dump trucks utilising existing internal haul roads. Material on the tip will be spread into position by a D8 or D6 dozer. The partial restoration of Deene Quarry is therefore a by-product of the reclamation works in the former steelworks site…”
“The land in question is now included in a contract of sale to Corby District Council and dated20th March 1985 , with completion to take place by31st March 1989 or sooner if restoration work is completed. Under the terms of the contract there is a right in favour of BSC, its Agents or Licensees to enter the land until the31st December 1989 for the purpose of recovering, treating, screening and stockpiling the slag and furnace bricks lying to the south and east of the effluent ponds… the materials in question line within the final gullet of the former Deene Quarry…”
“Following the request to approach the D.O.E. regarding the proposed reclamation scheme of the former Deene Coke Ovens Site to accommodate recent potential industrial development enquiries, I am pleased to inform you that the Department has approved the scheme in principle. Basically the proposals involve the removal of the mounds of material, the excavation and removal of contaminated ground, the backfilling of the site with stone, and the dynamic compaction of the ground afterwards…”
“the formation of new tipping facilities for the British Steel Corporation and includes the excavation of settling lagoons, screening mounds, general earthworks, site roads and the erection of protective security fencing.”
“Sinter Plant…Some work muckshifting…during Spring-area used by trials bikes and public still cross it… Phoenix Parkway…suffering from construction traffic use… Deene Quarry and Scrap Area…Bennie’s grading slag…public regularly traverse site…BSC’s new disposal site not secure children have been spotted…playing in new ponds… Willowbrook Area…fencegates torn down on northern perimeter allowing access to BSC’s wet and dry tipping area…public shoot & scramble & walk dogs in area. Phytoxicity low.”
“a) Transfer of contaminated water from Candy Filter Pond South to Candy Filter Pond North. b) Collection of floating oily waste material from Toxic Waste Pond No.-5 and transfer to Candy Filter Pond South. c) Transfer of contaminated water from Toxic Waste Pond Nos. 1, 2, 3, 4 and 5 into Toxic Waste Pond Nos. 6 and 7.”
“WORKING PLAN 1.01 Working Plan: No deposit of waste shall take place unless at least one month previously a working plan, giving details of the proposed conduct of operations at the site, has been submitted to the Waste Disposal Authority. The Licence Holder shall notify the Waste Disposal Authority of any proposed change in the actual conduct of operations from the proposals shown in the plan, as altered by any previously notified changes, at least one month before the proposed change is implemented… 1.02 Types of Waste: The types and quantities of wastes deposited at the site shall not exceed those given in Schedule 2. 3.23 Deposit on highway: All necessary action shall be taken to prevent the deposit of mud on the highway by vehicles leaving the site. Any deposit of mud or other material on the highway or other land caused by tipping operations shall be removed immediately. 3.27 Unauthorised Deposit: All reasonable steps shall be taken to ensure that no material is deposited except in accordance with the conditions of this licence. If any material is deposited on or near to the site, either by the licence holder or by any other person, in contravention of the conditions of this licence, that material shall be dealt with as directed by the Waste Disposal Authority, at the expense of the licence holder.”
“SCHEDULE 2: TYPES OF WASTE The types of waste deposited at the site shall consist solely of- Waste Category A – Inert Waste (arising from the steel works’area only edged in red on plan C/20A and from no other source whatsoever) For waste categories see Appendix”
“WASTE CATEGORY A “Inert Waste”
“The licence holder shall keep a record of the quantities of waste deposited at the site. The licence holder is required to submit to the Waste Disposal Authority a return showing the total quantity deposited each year. The return to be submitted within 14 days of the end of each calendar year.”
“The reclamation of the Deene Quarry has generally been executed to date as a by-product of the reclamation of the main steelworks site. The exception being the provision of the new BSC tipping facilities, which is now complete. The eastern section of the quarry has been tipped to final contours ready for sub-soiling and topsoiling. The "Valley of the Drums" pond partially filled together with other voids, with material from the Sinter Plant Scheme. Additional filling of the voids is still required and may be undertaken as part of the current financial year's works...”
“…during the reclamation of the Electric Furnace Building area, and later of the Heavy Rolling Mills area, large quantities of mud and debris will be deposited on the steel road reclamation vehicle crossing. During the Sinter Plant contract conditions of Phoenix Parkway in North were frequently extremely bad, and the risk of an accident is much higher on steel road because of the greater vehicle speeds. You must therefore incorporate wheel washing facilities on both sides of steel road in your contract documentation; this is essential both for public safety and to avoid silting of the gullies and sewers. Please advise me of the type and position of the washing facilities you propose…”
“Deene Gullet was the closest mined and quarried area to the former BSC steelwork and as such was the most convenient "hole" which was used for waste materials; in addition the area has also been used to accommodate debris from the steelworks demolition. Solid and liquid waste has been extensively deposited in the area over a period of 30 years and is still being used for this purpose. Solid waste deposited during steelworks operations includes soda slag and hard-core, electrostatically precipitated flu dusts, hot blast furnace residues, waste iron and skulls (high iron content slag plugs from steelmaking). Liquid wastes include contaminated water, waste oil and high oil bearing sludge and tars. The site has 10 reception ponds for these wastes, that is effluent ponds numbered 1 to 7, an oil pond and two "Candy" Filter Ponds. In addition the unfilled portion of the Deene Gullet received highly contaminated water, washed through soda slag, galvanising plant sludge, and low-grade waste (metal, wood, rags etc). A quantity of 45 gallon drums, mostly empty, was also dropped in this area, which consequently gained the nickname "Valley of the Drums"; these have now been removed. Effluent treatment ponds seven has been in filled, the liquid fraction has been largely removed from effluent ponds 1-6 inclusive, and plans are in hand to deal with other existing liquid wastes… Various areas on the site had been subject to fly tipping of such things as gas line condensates (Blue Billy), and indiscriminate dumping of one sort or another. The whole former steelworks site constitutes a hazard in that workers constructing roads and sewers may any time come across an unforeseen contaminant, of which there is no record. This was graphically demonstrated in October 1984 when 200 kg of fuming white phosphorus was exposed during the construction of a French drain at the junction of Steel Road and Curver Way…”
“KW (Mr Webster) commenced the meeting by expressing the need for formalisation of procedures and relationships. In the past the informal approach had allowed a more flexible and rapid response to frequently changing development pressures. However with a tighter financial climate and more specific and rigid new DoE rules for DLG, there must be accurate and justifiable programmes for expenditure. Given the amount of reclaimed but as of yet undeveloped land the DoE or their auditors may well require evidence that the programme is tailored to specific market demand of the sites.”
“At present, BSC vehicles transfer wastes of various kinds to their Tipping facility in the Deene area along a route which incorporates part of Phoenix Parkway; this route is shown on the attached drawing. The Police have now ruled that Phoenix Parkway is a Road Traffic Act highway. This means that the BSC waste transfer vehicles, which are unlicensed and uninsured, can no longer legally use their current route; the Police are however tolerating the situation further short time until a suitable alternative can be found. As a condition of one of the land purchases from BSC…this authority is committed to provide BSC with a private route to tip so that their unroadworthy vehicles can continue to function. The best route to this private road is shown on the drawing…”
“1.1 Since 1982 Corby District Council has purchased various areas of land…these purchases severed the Tubeworks from the BSE effluent disposal ponds dry tipping areas in the Deene Quarry… 1.2 During 1984/5 negotiations were opened with BSC for the purchase of the Deene Quarry, principally because of its great value as a tipping void for the enormous amounts of material being excavated under the reclamation contracts. Tipping in this area has subsequently saved tipping charges and additional haulage costs on the 750,000 m³ of material placed there to date. 1.3 The Deene Quarry eventually purchased by CDC included the areas used by BSC for wet and dry tipping…a new facility had to be provided… BSC were also realising that their route to tip was becoming prejudiced by the construction of the new highways Phoenix Parkway and Steel Road, and therefore insisted on the construction of a new Private Road to ensure that their waste disposal operations would not be prejudiced any further. 1.4 The new tipping facility, together with the Private Road and other Covenants, were accepted by BSC in lieu of all the tipping charges which they would have obtained from CDC's disposal of material in the Deene Quarry. The purchase price of the area was therefore set at only£10 per acre…”
“The volume of material tipped in the Deene Quarry has however already exceeded that planed for disposal under the "Buried Slurry Lagoons" contract, and currently totals in excess of 750,000 m³”
“Sludge extracted from the Heavy End Balancing Reservoir excavation has been giving rise to concern about its contamination. This has been complicated by the proximity of an old oil/tar interceptor which ran water to this area of the stream and was demolished some time ago. Initial sludge sampling indicated significant coal tar contamination in the sludge downstream of the interceptor on the sludge’s surface. However it was not regarded as a special waste. Subsequent sampling up and down stream of the organic contamination site has shown the cold tars to be localised to the proximity of the interceptor, and that this is small (negligible) in comparison to the bulk of the sludge. The sludge itself is not organic but appears to be mainly blast furnace dust high in insoluble zinc. In-house tests on distilled water leachate from the sludge indicate only low soluble contamination. Communications with G Cook, WS Atkins confirmed that this is a low risk waste, and the land filling the concrete and iron area to the east of the former Deene Gulley Drum pond is appropriate.”
“As discussed when we met on 6 October, please arrange for 5000 m³ of the material from Bell's Yard to be deposited in the area of Davey Road… I confirm that a contract is being that the removal of silt from toxic Ponds 3&4 which will be placed on the area of rubble east of the former "Drum Ponds"; the volume is approximately 2500 m³”
“I refer to our meeting on 24 January when we inspected part of the Deene Quarry together. We agreed that the tipping which has taken place is very unsatisfactory in the way it has been left, and also that there has been some unauthorised tipping by your company. I understand that you had intended in any event to tidy up some of the areas, however the tipped material is holding water and need[s] immediate action. I therefore require you at your own expense to carry out the following works to remedy the situation… (1) Immediately cease tipping in the Deene Quarry… (3) Area C- slurry arising from Willowbrook Lakes scheme which is being tipped in unauthorised manner. I will write to regain about the treatment needed in this area… (4) Remove heaps of lake slurry tipped short of their destination by drivers in a hurry to get home. This material should not in any event had been taken to the Deene Quarry…”
“Progressive restoration of the Deene Quarry has been achieved by the planned tipping over many years of excavated material from the main reclamation site into the various voids in the Quarry. Substantial areas of the site were ready for the final treatment and the spreading of top soil prior to cultivation and seeding. However, this may not now be undertaken until such time as the considerable deposits of slurry have been removed. It is estimated that some 60,000 to 70,000 m³ of material had been deposited on the site without prior consent, and the majority of the slurry being in the incorrect location. Substantial areas of the quarry are now sterilised through a long period until such time as the site conditions improve and permit the repositioning exercise”
“1.1 As part of the ongoing restoration of the Deene Quarry area, in October 1988 a contract was led by competitive tender to Noone and McGowan… for the removal of sludges from Toxic Ponds 3 & 4; the tender sum was£20,509.04 . 1.2 The sludges are classified as ‘difficult waste’, and the Waste Disposal Authority quoted between£7.50 and£15.00 per cu m tipping cool charges to take the material to a licensed tip, dependent upon the exact nature of the material. 1.3 After consulting the relevant bodies, however, a location was identified on the Deene Quarry where the sludges could safely be tipped and covered without danger of leachate entering the aquifer below and contaminating groundwater. The area was a large shallow void with reinforced concrete having been deposited in the bottom. 2.1 Sludge volumes 2.1.1 Following a survey by WS Atkins…a report was received suggesting sludge quantities of a little over 2000 m³ for Ponds 3 and 4 together. 2.1.2 In practice, the volume is excavated to reach a good firm surface were in excess of 14,000 m³ between the two ponds, a vast increase on Atkins estimated quantities. A letter was written to Atkins asking them to explain this gross error. 2.2 Nature of the sludges 2.2.2 Considerable difficulty was encountered when trying to place the sludges in the selected area of the Deene Quarry; because of their nature it proved almost impossible to grade them out effectively and to track across them. 2.2.3 To ease this situation, the Contractor was instructed to take dry slurry from the Willowbrook Lake and Sewers Contract to the Deene Quarry to mix with the difficult waste from the Toxic Ponds Sludge Removal contract. This improved the position substantially, however because of the weather and the difficulty in tracking across the wastes the tipping area was left in a very chaotic state… 2.3 Financial Implications 2.3.4 The Bill of Quantities for the Willowbrook Lake and Sewers contract instructed the Contractor to take the excavated dry slurry to his own tip. Thus by instructing him to take the slurry to the Deene Quarry to mix with other materials a saving was made at 60 p per cu metre tipping charges. 2.3.5 The contractor was however involved in the longer round trip to deposit this dry slurry, and this is offset against any gains in 2.3.4… 4. Tipping-summary 4.1 Proper tipping control was not exercised by staff responsible for site supervision. This, combined with the difficulty in handling the materials and the poor weather conditions, resulted in the chosen area of the Deene Quarry being left in a chaotic state without proper compaction and grading. 4.2 The contractor tipped slurry materials from the Willowbrook Lake contract, without the authorisation or knowledge of site staff, on a different area of the Deene Quarry. This was not noticed quickly as site staff had no reason to visit the area in question frequently… 6. Quantities tipped without authorisation 6.1 It is extremely difficult to make an exact assessment of the quantity tipped… without authorisation… 6.3 The quantity tipped without authorisation then is not greater than the difference between 75,000 and 64,000 m³, i.e. 11,000 m³… 8. Summary 8.1 The contractor, Noone & McGowan, practised unauthorised tipping and also failed to carry out their authorised tipping in a controlled manner. 8.2 They have expressed apologies for both these occurrences, and have agreed to remedial action at their own expense and the payment of tipping charges to CDC. 8.3 Tipping control by CDC staff was bad, however valuable lessons have been learned; tipping control is now much better and the level of general vigilance in the Deene Quarry is higher…”
“… No obvious reason for the large discrepancies is apparent but the following observations are relevant. Firstly, our July 1986 report gave estimated volumes of 1450 cu m and 810 cu m for TWPs 3 and 4. Our subsequent work showed a revision in these estimates as 1700 cu m and 2400 cu m (Ref. May 1987 report…)… I wonder if a possible explanation for the large discrepancies was the use of an old sludge type material lining the base of the ponds… We acknowledge the embarrassment that the additional excavation volumes created but we believed that the data collected was suitable for the purposes intended. However, your findings may have more significant implications namely, the actual depths of wastes in the ponds and not yet excavated might be greater than the S. I. suggested. Therefore, perhaps it is an ‘ill wind’ and the need to reassess the more critical wastes in TWP5 has been established in advance of rehabilitation works…”
“As you appreciate, we have carried out an evaluation of a number of options for the removal of wastes from the various ponds and surrounding areas, but due to changing economic factors, these studies were not always taken to a full conclusion. The most critical factor in our view concerns the disposal of the highly organic wastes from Toxic Waste Pond No 5; the landfilling of such wastes is generally not favoured by DOE, notwithstanding the fact that they are currently ‘landfilled’ on this site. Also their physical nature could present significant practical difficulties…”
“Following a site visit by Mr Webb of the Northamptonshire Waste Disposal Authority to the Deene Quarry Borrow Pit earlier this year a request was made for analysis results concerning 2400 m³ of tip waste found on the Willowbrook Roads Contract. This generated a letter from Mr M Ward suggesting we take greater care to deposit only INERT wastes in the Deene tip. The letter also contained a copy of our License C20 for tipping in the area. This is the first time I've seen this document. Hitherto I understood that wastes generated on former steelworks area could be tipped in the Deene Tip so long as they were not "special wastes" which could only be tipped off site, under the Special Waste Regulations. Where as I am sure no special wastes had been tipped into the Deene (we have not come across any), we have tipped waste outside the INERT category. Furthermore we are not operating the Deene tip to anything like the requirements of the License C20. Clearly we could be in danger of having this licence revoked and this could endanger future development/reclamation strategies. It must also be said that the WDA in the form of Mr Webb regularly visit the site, over the past five years, and no communication from them has come to the LRPT offices concerning the operation of the tip to my knowledge, so presumably they are not over concerned. The following questions need to be addressed. (i) Waste we generate/find. Do we need to stockpile and analyse more than we currently do? Instead of simply moving poor site material straight to tip. This obviously has cost implications, not least of which would mean a designated tipping area for wastes between the INERT & SPECIAL WASTE categories. (ii) Deene site security and operations. We are inadequate in both these areas and possibly in record-keeping. Do we need to improve fencing, manning and compaction practices? (iii) Is this our problem at all, or is it being dealt with by the IBBOTSON/BUCKLAND axis? (iv) I look at wastes primarily from a safety point of view the contractors’ personnel. I am not a waste disposal officer-have I exceeded my brief?”
“If ever there was a ‘tide in the affairs of men’, then such a tide came to Corby in 1979… Corby's reaction was one of both courage and realism. It was based on the conviction that unless the town set about helping itself, it was extremely unlikely that anyone else would. That meant an unconventional approach to local decision-making and need to cut through red tape, a willingness to push open doors in the corridors of power, to argue a case with those who control the purse strings, regardless of their political complexion and that it was a town with its back to the wall and the right to expect from its elected local representatives. An early and, as it turned out, far-sighted decision by the District Council, acting jointly with the Development Corporation and Northamptonshire County Council, had been to commission a report… on the likely effects of steel closure…published in January, 1979. Whilst the Council rejected its less optimistic prognosis, it did accept two of its major recommendations: the establishment of a Joint Industrial Development Committee to coordinate future strategy and the creation of a single agency to spearhead Corby's industrial promotion…. Duncan Hall, Chief Executive of the District Council from 1979-1987, viewed the formation of the JIDC is one of the key decisions on putting the town on the road to success. He said: ‘The combination of the District Council, County Council and Commission New Towns provided the format to create an overall strategy for the economic regeneration of Corby. It also enabled the strategy to be maintained, sustained, and ultimately refined to meet the changing needs and circumstances of the town’. An equally important move by Corby Council was to reorganise itself. There had been seven chief officers. They were replaced by three. And, in addition to the creation of the JIDC as a policy-making body, the Council effectively placed executive powers in the hands of their own leadership in order to secure or new industry. In other words, the local authority would be run and controlled as a business in which a strong element of ‘crisis management’ was called for…. Tom Simmons, who moved to Corby as Chief Executive in 1987, makes this comment on the earlier decisions to restructure the local authority and delegate powers: ‘local authorities generally are places with great intricacy of political machinery, a whole edifice that tends to stand in the way of actually achieving results. ‘Coming here has been a remarkable experience. The purpose of the Council is absolutely clear. They are not interested in structure, or organisation, or things like that. They are interested in results. You don't get intellectual debates concerning high principle. It is very much plain speaking; straightforward argument. ‘I think it was a very bold move by the Council to cut away the bureaucracy and cut away the structure of the party organisation. ‘Their principal purpose was to increase employment, and that was not subjugated to anything else. I couldn't imagine many other politicians doing that.’ And so responsibility for the drive towards industrial recovery was uniquely vested in the hands of what Deputy Leader, Councillor William Mawdsley, has described as ‘a complex mixture of democracy and autocracy’… …Buying British Steel Corporation land, 270 hectares of it, and reclaiming it has cost£21 millions, but the cost to Corby has been nothing. 90% of the money came from a Derelict Land Grant and the rest from Europe… … The granting of assisted area status opened the way for Corby to apply for European Community aid, and in eight years would receive some£130 million from the Community’s regional, social and energy funds-a record for any British town”
“The combined data show that although some of the phytotoxic determinands are in excess of ICRCL TTVs, there is no evidence of any real risk to human health, if the area is to be developed for some form of public open space. The main concern is the potential phytotoxic contamination mainly in the form of high zinc levels (both total and available). The further boron results are also very high for water-soluble values, and as discussed with you I'm doubtful of their validity. Other potentially phytotoxic parameters (copper, nickel and total cyanide) are within acceptable levels…”
“…that described in the existing licence and contaminated material from the area of the Toxic Ponds and the Deene By-Products Plant as defined by previously submitted analysis. Should waste entering the site appear to fall outside these permitted wastes it should be isolated and the Waste Disposal Authority informed. No free oil or aqueous waste shall be deposited at the site.”
“Coal tars include a wide range of compounds which characteristically include a number of benzene rings in their structure. Many of these compounds have known or inferred effects upon human health. Certain polynuclear aromatic hydrocarbons which form a substantial proportion of coal tar compounds are known carcinogens from either occupational exposure records or from experimental studies on laboratory animals. Other health effects have been recorded. Napthalene, which may be inhaled, ingested or absorbed can cause nausea, vomiting, and headaches or in cases of severe exposure, convulsions, coma and death. Phenanthrene is known to cause photo sensitising of the skin.”
“The Candy Lagoons and the Toxic Ponds contain liquids and slurries in addition to contaminated ground around and under the ponds. The liquids will be removed from the Ponds in the usual way, the slurries will be transported to the tip, placed in the cells and blended with other materials in order to make them more workable. The other deposits of contaminated ground will also be blended with the materials of high moisture content, to produce a tip which will be manageable and of sufficient bearing pressure to enable machines to traverse the site to place the final layer of capping material prior to the roof membrane.”
“This situation may have contributed to the influx of waste consignments containing wood, plastics, bitumen, etc recently taken on to site and tipped nearby, whether this is tipping by unauthorised people or not, the consent for tipping inert waste only is being ignored and also the indiscriminate disposal of tangled reinforced concrete may give restoration difficulties.”
“With reference to the above site [Deene Quarry], it was brought to my attention, just prior to the Christmas break, that inert waste materials arising from the Kingswood area of Corby were being disposed of at this site. I have since been advised that this activity has ceased. I am writing to remind you that the planning permission and site licence allow only the disposal at the sight of materials arising from within the former steel works area and from no other sources whatsoever. The recent importation of materials from elsewhere is unauthorised and should therefore not be recommenced”
“The unauthorised importation of material has been suspended until such time as the matter can be regularised. I am sorry that permission for this work was not sought in advance, this was unfortunately due to a misunderstanding of the situation between officers of this Council…”
“…disturbed the surface capping quite significantly in places, digging up mounds of slurry. When these dry they will generate a lot of dust. As far as we know the slurry comprises fine grained coke, iron ore and limestone-but also has high levels or some other metals, particularly lead and zinc. We've not averaged all the data, but guess around 0.2% lead and 0.3% zinc. There is also ca. 0.05% coal tars and a few ppm cyanide. It is not acutely toxic. Given the use of the track, though, conditions could get very dusty and drivers and spectators may get high exposures. We are not occupational hygienists and you would need someone experienced to calculate out the "risk"-which I expect is low and cumulative effect. It is, however, clearly not a good idea to allow them to plough up more slurry…”
“I believe you realise that your attendance at the function on 29th was unfortunate as it left yourself open to accusations of an improper relationship with the contractor concerned. This is especially so in this case where the contractor, Noone & McGowan, is one where you have frequent contact at work and are in a position of influencing the award of contracts, the approval of works, or the payment of monies. I trust you will endeavour in future to maintain a prudent 'distance’ between yourself and the contractor concerned. Should you require clarification of whether or not the receipt of hospitality by this or any other contractor is acceptable, you should, in future, always discuss the precise example with either the Head of Engineering Services or myself.”
“As you are aware, work has resumed on the earthworks operation to the contaminated tip facility after terminating the contract last December due to adverse weather conditions making the site impossible to work. However, in order to be able to progress the operation the tip void has been pumped out on three occasions, this being as a result of the recent prolonged periods of heavy rain. In order to maintain the site free of water to permit work to proceed a 24 hour pumping operation is in progress. When the void is sufficiently dewatered it may be possible to revert to one pump only from the present two pumps. As you can imagine, the weather and site conditions at the moment are not conducive to the efficient completion of the earthworks contract and, in addition, the laying of the membrane. However, I am pleased to be able to report that during the last three days steady progress has been maintained and I will keep you informed of any further developments. I refer to our recent discussions with your Engineer, Mr Cropley, regarding the probable overspend to this contract and, as promised, I detail below the various headings in which I consider the potential overspend to be :-… 3) Repositioning sand to bank sides damaged by heavy rainfall. 4) Drainage problems resulting from egress of water from Candy Ponds… 6) Re-mobilisation on site on three occasions 7) Removal of additional contaminated slag from road around the original tip void which was not allowed for in the original B of Q…”
“2.23 LM suggested pumping out Candy Filter Ponds North and South which was included in the contract, haul the sludge from ponds 5 and 6 to the Candy Filter ponds, then double handle the sludge into the contaminated tip when it is completed. This would allow the regrade area to continue if the contaminated tip was not completed. 2.24 Following a consideration of the volumes this was considered feasible, MP to consider. 2.25 PG enquired as to the tipping method of the toxic sludge into the Candy Filter ponds. 2.26 MP stated that the sludge had a high moisture content and that it was possible that it could be tipped into the candy filter ponds from the dump trucks without additional handling. 2.27 ...If the contaminated tip was not completed, investigate the possibility of excavating toxic ponds 5 and 6 and placing the sludge into the candy filter ponds which will be dewatered under the existing contract. Finally double handle sludge from ponds 5 and 6 into the contaminated tip when completed. A rate of£0.86 for double handling of the sludge was further agreed… 3.01 LM confirmed receipt of NCC waste disposal notices relating to tipping restrictions and the letter of consent from AWA to discharge water from the toxic ponds into the existing FWS. 5.01 LM confirmed all slag areas had now been located on site and were being dealt with as contaminated materials and then taken to the contaminated tip as mixing materials with the toxic sludge. 12.10 MP requested details of the modified dump trucks carrying toxic sludge. 12.11 LM stated that previous modifications were unsuccessful and it was WP's intention to part fill the dump trucks with toxic sludge and bund off the sludge within the dump truck with cohesive material. 12.12 MP confirmed that this proposal was acceptable.”
“…not happy with filling of site, basically filling inside as if it was a landfill site not compacting incorrectly…Ray and I visited p.m. and both agreed it was not been compacted adequately…”
“I refer to recent discussions and site meetings with your Assistants, Messrs Cropley and Palmer, when it was pointed out the problems which exist and have to be overcome to enable the completion of the membrane contract. With the recent prolonged adverse weather conditions a considerable quantity of water is being pumped from the tip void over the site to a former borrow pit site to the south. With the water emanating from the tip void, it may be slightly contaminated, however, I can see no alternative to the continuation of this operation until the works are complete, irrespective of its quality. It is my opinion that the pumping operation will have to continue whilst the void is being filled by Weldon Plant's activities and I should be grateful if you would advise if you wish me to action this matter in due course. The materials being stockpiled along the northern boundary of the tip facility by Weldon Plant is surcharging the bank and may be causing the issue of water along this bank under the membrane. It should be noted that this area was a former tip void and subsequently filled in by Noone, and hence the stability of the embankment may be at risk if this operation continues…”
“Hose line has been washed out in wheel wash, Mick [Palmer] has confirmed that this water is now contaminated.”
“ENVIRONMENTAL PROTECTION ACT 1990, PART II WASTE MANAGEMENT LICENSING At present you are the holder of a disposal licence issued under theControl of Pollution Act 1974 which authorises you to deposit, store or process waste, depending on the nature of your business. The above legislation proposed a stricter waste management licensing system and the Department of the Environment is carrying out consultations on draft regulations to enact this legislation. The proposed date for these regulations to come into force is1st April 1993 . In view of the tight timescale I am writing to inform you, if you are not already aware, of the implications of the legislation. Your disposal licence will automatically become a waste management licence on1st April 1993 . The consequences of this are:- (1) Fees and Charges for Waste Management Licensing You will be charged an annual subsistence fee by the Waste Regulation Authority in order to cover the cost of supervising the site. This fee will depend on the type of activity undertaken at the facility, the types of waste accepted and the quantity of waste accepted… (2) Technical Competence A licence holder must show that he is a fit and proper person in order to hold that licence. From the point of view of existing licence holders it will be necessary to demonstrate technical competence. The manager of a site must, within 5 years, obtain a qualification which enables him to gain a certificate of technical competence awarded by the Waste Management Training and Advisory Board (WAMITAB) in conjunction with the National Council for Vocational Qualifications and City and Guilds. The person who is to obtain these qualifications must apply to WAMITAB before1st April 1993 . This does not apply to a person over 55 on1st April 1993 . These qualifications do not apply to scrap yards or inert waste landfill sites with a void space of less than 50,000 m3. However, the WRA must still assess the competence of the operator at these sites.”
“Thank you for your letter dated22 December 1992 . The mud on the road at the site is a problem that has been exacerbated by the recent adverse weather conditions. The site at Deene Quarry is being restored and fill material is required to complete the works. The majority of spoil importation is now complete, and the works are due to be complete in April 1993. Other material importation will be required from time to time. The contractor is brushing the road throughout the day and using labour to remove any large lumps and unblock gullies, these operations will continue whenever necessary. The approaches to the affected area are fully signed; driver awareness is a significant factor in reducing accidents and it is clear that drivers are not paying sufficient attention to the signs. I will investigate the signing to see if further warnings can be given. The problem of mud on the road at construction sites during the winter months is an old chestnut and it is extremely difficult to balance the need for keeping the roads clean with maintaining the construction programme. My officers will be monitoring the road conditions daily and taking any action necessary. Once the scheme is complete and the access removed the problem in this area will be eliminated.”
“TOXIC PONDS RECLAMATION CONTRACT NO. 70 / DEENE QUARRY PHASE II Further to your letter of the21st January 1993 In respect of the above Contract. We were both somewhat surprised and disappointed to receive correspondence as at our on site meeting of the20th January 1993 , the order of procedure and method sequence for constructing the cell bund wall placing the sand, tyres and inert fills were extensively discussed. The history of events that surrounds these Contracts can only be described as a catalogue of disasters. Time for construction defined within the Deene Quarry Contract should have meant that the work, at present being carried out by ourselves, should have been completed in Spring 1992 not January 1993. The Inert materials stored by ourselves at the toe of the batter for placing has been destroyed by the actions of other Contractors in your direct employ. We cannot accept any responsibility for damage to the membrane as we were not given the opportunity to price for what is a risk item arising from the design of the works at a time not foreseen. We consider that we have acted wholly in the best interests of both Contracts with due consideration for minimising expenditure to yourselves…”
“Pumping of Candy Filter Ponds was complete Excavation of sludge was 7 weeks behind programme Toxic Ponds 5 & 6 2.5 weeks behind programme Disposal of sludge 7 weeks behind programme Grading of site 4 weeks behind programme Placing of cohesive material 4 weeks behind programme Crushing of concrete stockpile 2 weeks ahead of programme.”
“3.14 AM stated that Candy Filter Ponds North and South would not be excavated until Ponds 5 & 6 were empty. 3.15 MP [Mr Palmer] enquired as to the method of excavating the Candy Filter Ponds 3.16 LM stated that it was Weldon Plant's intention to drag line the ponds. 3.17 MP expressed concern over toxic sludge spillages when excavating the Candy Filter Ponds and the possibility of vehicles tracking the toxic sludges outside the site. 3.18 AM confirmed that should spillages occur, these will be removed before vehicles tracked passed the drag line. 3.19 JB stated that due to the toxic sludge viscosity it was not advisable to place the material against the eastern bund wall, as it had on previous occasions when mixing with fill material overspilled previous bund walls. 3.20 MP would advise on the placing of toxic sludges against the eastern wall.”
“The site was originally an opencast ironstone mine that was operated until 1948. The traditional method of extraction of the ironstone was to excavate the overburden using a walking dragline, the limestone first requiring blasting. The underlying ironstone was then dug out with a face shovel and the extracted overburden dumped directly into that part of the mine from which the ironstone has already been removed. The resulting ground surface is left as a hill and dale formation. Latterly part of the site was used as lagoons for settling waste slurries from the blast furnaces associated with the nearby steelworks. A chemical analysis of the slurries carried out by the British Steel Corporation described it as a "non-toxic inert fine dust made up of ore/sinter, coke, lime/limestone particles and blast furnace volatilisation product such as zinc and lead". These slurries were contained along the eastern part of the site by a bund and allowed to find their own level over the backfilled opencast waste. In the late 1950's, the whole site was levelled off to 106.70m A.O.D. and the slurry buried beneath backfill. Part of the site was later used for the Deene coke ovens and a slurry pond was constructed to hold waste from the blast furnaces. Slurry was discharged into the site until 1979. Following closure of the steelworks in 1980, the Deene coke ovens were demolished and some of the more contaminated surface clay fill has since been removed and replaced with clean fill. At the time of the investigation the eastern half of the site was in use as an off road vehicle track and large areas of the site were under shallow water. The central area is relatively flat at an approximate elevation of 106.50m A.O.D. The ground has been raised to approximately 110.00m A.O.D. on the east and north east sides of the site with the entire north boundary forming the lop of an embankment at the base of which lies Willow Brook at a level of approximately 100.00m A.O.D. The east and south sides of the site are bounded by roads whilst the west of the site is bounded by as yet undeveloped land.”
“Results of analysis of the sample of water collected on5th February 1993 from your vehicle wheel wash facility at the former iron and steel works waste disposal site near Gretton Brook Road, Corby are attached. With the exception of a small amount of cyanide the water is relatively unpolluted. The levels of phenols, ammonia, oil and toxic metals are all very low and pose no significant pollution risk. The Biochemical Oxygen Demand (BOD) level at 8.3mg/l is below the limit normally set for industrial discharges to river (20mg/l approx) and is similar to that found in many "general amenity" surface water streams and water courses. The slightly high pH is probably the result of contamination of the wheel wash water by lime or slag materials while the high conductivity and chloride contents are almost certainly due to contamination by road salt used for de-icing the public roads. Semi-quantitative analysis of the solids recovered from the sample shows these to consist of a mixture of clay, sand and iron oxides with no significant levels of toxic metals present.”
“1. Started excavating pond 6 without dewatering on approval of Mick [Palmer]/Pete Webb… 4….haul road is completely awash with sludge spillages. Mick is aware of this although this procedure is illegal as the contaminated tip is for dry use only. 5. Mick informed me that contaminated muck is coming in from Northampton-illegal.”
“1) Visited site and noted that Gordon Lacey had started to set out hoses near wheel wash. Mick [Mr Palmer] confirmed this was OK. I instructed Roy Larter to visit site due to extensive contamination. Roy stated that if site had been inspected by Health & Safety it would be closed down and Mick was totally responsible for site conditions and not me & Ray [Bird]… 2) Pond 6 has increased dramatically due to ingress of water, Mick aware of this but seemed unconcerned…”
“Deene Quarry - Contaminated Tip Facility I refer to my previous discussions with your Chief Engineer, Mr R. Cropley, regarding the infilling of the contaminated tip facility in Deene Quarry and as promised I note below the various aspects of the scheme which give rise for concern:- a) Extensive damage to chain link fence adjoining Corby Power's entrance. This has been observed since the removal of the spoil heap to infill the lagoons. This damage may have been caused by contractors placing fill in the stockpile. b) Damage to Palisade Security Fence to northern boundary of BS Tip. This fence has deteriorated in recent weeks as a result of dump trucks passing too close to the fence whilst transporting material to the tip facility. Ground in places tending to heave under fence plus damage to the fence itself. c) Dump trucks depositing contaminated liquids and sludges over the entire length of the haul road to the tip, including the security fence and BS side of the boundary. This area will require de-contaminating. d) Contaminated liquids which have spilled from dump trucks have been deposited into the pond of water adjoining the Candy Ponds. The contaminated water now requires removal to a suitable licenced tip, e) Damage to various lengths of the barbed wire fence to the tip facility as a result of Weldon Plant's activities. This requires reinstatement on completion. f) Damage to tip internal access road plus contaminated materials being deposited in this area outside tip lining. Road requires reinstatement upon completion of the present contract and contaminated material placed inside the tip membrane area. g) Considerable volumes of contaminated liquids are being deposited in the tip facility and these liquids are not being blended and may escape in the future causing contamination outside the tip area. The tip facility is in no way designed as a water retaining structure. In my opinion this requires urgent attention to improve the quality of the blend of the liquid and solids. If the cap is placed on the tip without the necessary blending being undertaken, then the contents will remain as a liquid, which once again may give rise for concern in the future. If more money is required for this work then the necessary application should be made to the DOE to fund the blending operation as it is essential to deal with the problem now and not in the future when grant would not be available to the Borough Council… j) Lack of safety equipment on the site to ensure safe working practices of the men in the facility together with machine operatives. Records kept of gas levels etc during the backfilling operation may be of use to the Council to counter any future claims from employees etc. k) Contaminated material placed in the facility is well above the level of the lining and in places this material is on the lining. Slag deposits are also falling onto the lining. Both the above require removal. 1) It is recommended that the new bund to be constructed in the facility should be at a maximum height of, say, 2 metres and the contaminated materials placed inside the cell and blended prior to the next lift of the retaining mound. This will ensure that the correct mix of solids to liquids is being achieved, i.e. blending, as the fill increases in the tip. Smaller capacity cells will ensure that the filling operation becomes more manageable. The site supervision provided by John Buckland is restricted to looking after the sanding, tyreing and covering of the membrane to the floor and walls of the facility. I trust that the above comments are of assistance to you.”
“CONTROL OF POLLUTION ACT 1974. SECTION 7 NOTICE OF MODIFICATION OF DISPOSAL LICENCE Notice is hereby given under theControl of Pollution Act 1974 Section 7(1) , that Disposal Licence C/20 held by yourselves for the operation of the site at Deene Quarry shall be modified with effect from1st April 1993 , with the following condition:- 1.02. Types of Waste The quantity of waste accepted at the site shall not exceed 75,000 tonnes per annum. Please note that this modification applies to the whole Licensed area of Deene Quarry and is in addition to the modification to this condition dated30th October 1992 . All other conditions shall continue to apply to the site.”
“…I detail below the volume of material imported onto the Deene Quarry Site, and this quantity excludes top soil brought onto the site for restoration purposes. a) The volume of material imported onto the site in1992 is 113,212 cubic metres. b) The volume of material moved internally in Deene Quarry from the Toxic Ponds to the Contaminated Tip Facility in 1992 is 19,500 cubic metres.” a) The volume of material imported onto the site in1992 is 113,212 cubic metres. b) The volume of material moved internally in Deene Quarry from the Toxic Ponds to the Contaminated Tip Facility in 1992 is 19,500 cubic metres.”
“4.01 MP requested analysis of soil on the line of the haul route to the contaminated tip to ensure spillages of toxic sludges which occurred had not caused contamination of the surrounding ground. 4.02 MP requested an analysis of the pond water adjacent to the stockpile of mixing material as this could have been contaminated by spillages of toxic sludges.”
“Toxic Ponds Reclamation - progressing extremely well at present. Now digging out Candy Filter Pond North - this material is much more stable.4 - 6 weeks to complete. Spot of contamination found under road and being dug out and a small tip found east of Toxic Pond 6. MP proposing to take down 1m to see what's there and then fill. RI thought this may be an old toxic pond previously infilled by BSC.”
“Discussions took place with regard to the suspect ammonia discharge. The meeting was reminded that Deene Quarry has not been restored, it is a tip with on-going liability not just for the contaminated tip but for the whole site.”
“Sampling from previous work at adjacent sites indicated elevated levels of certain pollutants and analysis of these and other selected parameters was specified within the remit of the investigation. Analytical testing of the oversite fill materials and groundwater was scheduled in order to give a broad real assessment of the specified determinants. However, a decision to remove all the oversite fill, made at an early stage of the investigation by the Council’s Consultants, obviated the need for extensive consideration of the possible constraints any contamination may place on future development. However, the purposes of waste disposal, the results are discussed below.”
“Owing to the previous use of the site, any of the solids, liquids or gases listed below could be encountered which may be hazardous to site workers…[coal tars, heavy metals, toluene amongst others]”
“1. The Council is the holder of a disposal licence issued under theControl of Pollution Act 1974 which authorises it to deposit waste, under certain conditions, in Deene Quarry. It also allows toxic materials to be deposited in the contaminated tip. 2. Deene Quarry has not been decontaminated, save in the worst areas, e.g., toxic ponds and candy filter ponds, and contains numerous deposits of buried contamination remains a potential liability…”
“The site forms part of the redundant British Steel Sinter Plant site situated on the Phoenix Parkway industrial estate. The site has been reclaimed with soft to firm clay, on which, after grading and compaction, it is intended to provide a platform by covering the site with various grades of geo-textile together with a layer of Type I sub-base material 250 mm - 400 mm thick. The initial crossover off Cockerell Road, which will form part of the adoptable highway, is to be constructive in concrete. A 20 mm dia water service is to be provided within the site and a 150 mm dia foul water connection is to be constructive to the existing file water manhole...”
“I confirm that on numerous occasions over the last few weeks Gretton Brook Road has been extremely hazardous due to the amount of mud carried onto the road. The mud continued from the site entrance to the Deene Quarry through the junction with Phoenix Parkway, along to Earlstrees Road and down Brunel Road It has been extremely hazardous and I would ask that you therefore ensure any contractors working in the area clean the lorry wheels before driving onto the highway. The situation created has been extremely delicate as with this quantity of mud carried onto the highway, if it had involved the developer or another contractor then there is the possibility that legal action would have been necessary.”
“We are at present experiencing a number of problems in connection with the above contract which may give rise to potential claims from Weldon Plant. I briefly detail below the various headings which I consider require attention by the Council: 1) There has been a new haul road constructed across the Deene Quarry Site from the gated entrance on Gretton Brook Road to the contaminated tip facility. The standard of the haul road is now causing problems during wet weather conditions due to its construction, and this is now resulting in additional maintenance to enable dump trucks to cross the site. The haul road has been constructed after the tendering exercise for the Mills Road Earthworks contract and hence circumstances are now different. 2) Noone & McGowan are also using the haul road, adding to the problems, and to date without making any contribution towards the maintenance costs… 3) Mud is being distributed along Gretton Brook Road during adverse weather conditions. Both contractors are contributing towards this, with the biggest problem caused by the road lorries used by Noones. Weldon Plant are having to clean up the road surface on behalf of Noones as well as themselves. I am receiving complaints from the Borough Council regarding the state of the road. 4) Noones have been importing considerable quantities of material onto the quarry site and this operation has been going on for number of weeks and at times, seven days a week. I am experiencing difficulty in establishing if Noones had in fact obtained permission to do the material on the site. In addition, is the Council receiving any tipping fee from this operation? Until the Earthworks contract is completed with Weldon I would recommend that Noones terminate their activities for the time being…”
“I am writing to express my concern regarding the large amounts of rubble which are being conveyed in open trucks to the Weldon's site in Gretton Brook Road. As I use the road several times a day, and generally have young children in my car when being behind these trucks or alongside them – this… was not enough to avoid my car being hit by a large piece of rubble as one of these trucks thundered past -- fortunately for me and my children, the rock hit the lower part of my car and no damage was done… The general state of that piece of road is usually appallingly filthy… but I feel strongly that there should be some safety measures taken to ensure rubble is safely secured, or is loaded at a level that does not pose a risk…”
“The areas where they [the traders] have to stand is even worse now because the water also runs off the public walkways. The red dust which was a problem in the summer is now red mud. Traders or customers have only to drop something off the store or have the wind blow a rail of clothing over and that's their profit gone. I cannot understand who suggested this surface for a market site, they certainly did not do much homework. The road shavings would be ideal, it's clean it rolls down and most times contractors have a problem getting rid of it. At least on the other market site traders were only stood in puddles not mud up to their armpits. Even the exit road which was supposed to be a much stronger surface is collapsed with just the use of cars, there are potholes so deep we had hard-core delivered to repair than, but we are just fighting a losing battle… Something has got to be done or else we shall have no traders left to worry about…”
"in an area of open land, formerly used as a quarry for ironstone extraction, subsequently backfilled in a loose hill and dale formation. Slurry residue from steel making processes was then placed within this formation and generally overlain layer of locally occurring clay."
“Mud Stain on the highway at Gretton Brook Road Entrance to site-wheel wash too close to highway to be effective.”
“I write further to my letter of24 August 1995 and must report that fly tipping, as predicted, has continued and is increasing the above site. The situation is very disappointing and I would request that you consider blocking-off the gap in the hedgerow and removing the fly-tipped materials just inside this gap as a matter of urgency. I will also highlight that the large quantity of tyres and tree roots, which had been on-site for many months now, also constitute unauthorised deposit and I would request that you inform me of your intentions regarding the removal of these ‘stockpiles’ from the site. There is also evidence that fly-tipping has occurred between the tyres and tree roots where offenders can deposit unauthorised materials and be sheltered from sight. As today I have not received any word from either yourself or Mr Cropley regarding any of the above, I must request that you inform me later than 14 days from receipt of this letter of your intentions, otherwise enforcement proceedings may be initially. Alternatively, if you should wish to arrange for a site meeting to discuss the above, this can also be arranged.”
“Thank you for your letter dated22 August 1995 . Please accept my apologies for the delay in replying. No action has been taken in respect of the wheel wash facility as negotiations for the disposal of sites are well advanced. The sale will make the entrance of Gretton Brook Road redundant and it would be sensible to defer any action until such time as the land sale issue is determined My assistant, Mr Palmer, will be pleased to discuss any problems you may have in this area.”
“The Council is now attempting to undertake the restoration of the Deene Quarry Tip as soon as is practical. In this respect a number of points require clarification: …3) Tree trunks and roots-It is proposed to burn and dispose of the tree roots etc, which you imported onto the site, as part of the current tip restoration contract. This element of the contract has a cost implication of£200 . Please indicate your intention to either remove the roots, or cover the Council's costs. 4) Contaminated Material-Earlier this year some 50-55 loads of chemically contaminated material were imported onto the site and deposited in the tipped facility. You were subsequently requested to remove the same from the site, but instead proceeded to bury the material in the tip. Following a site inspection by the Council you were subsequently requested to undertake further grading worked on the site in the vicinity of where the material has been buried. A number of issues arise as a result of your action: a) The Council requires to know the chemical compound of the material deposited in the facility to ascertain if it is compatible with the deposits already in the tip. b) The chemical nature of the material is required to check if the membrane lining in the tip is capable of containing the same. c) The source of the material. An early response to the above points would be most helpful.”
“I refer to your letter dated22 September 1995 … It has recently been brought to my attention that the site entrance to Gretton Brook Road is still in use and this is causing problems in terms of mud on the road. I should therefore be grateful if you could advise the latest situation relating to the sale of the site, together with any measures to address the mud on the road this year.”
“1. Insufficient evidence to support allegations of corruption 2. Level of supervision needs improving and enhancing. 3. Improvements in financial controls and obtaining value of the money required. 4. Levels of documentation are not satisfactory. 5. Lack of management information reports on projects will stop. 6. Inadequacies in the level of audit trails maintained. 7. Grave oversight that details of facts of12 March 1996 not known about by those involved in tendering opening. 8. Levels of technical expertise is [sic] called into question. 9. The position concerning variations in quantities and steel shuttering in the Willowbrook North Area "A" contract is unsatisfactory.”
“…Norwest Holst tested only a relatively small number of samples in. the 1986 investigation and, I believe, tended to choose samples that were typical of different materials. The high metal results obtained from samples at TP5 should not, therefore, be considered as applicable only to TP5 and its vicinity, rather they should be considered as probably typical of the very fine-grained variety of brown soot wherever it occurs. Walking around the heaps, now that they had been dug open and spread around, the amount of white efflorescence is startling. I'm fairly sure that this is all sodium sulphate. This is very soluble, but not particularly toxic… The Soot Banks are now so spread out and so patchy that I think the best way of planning it out would be to spend two days trial pitting a.s.a.p to try to obtain as many representative samples of different mounds/terraces/materials as possible. These would be tested for the main contaminants of concern and are selected suite, say ten samples, will be subjected to the NRA leeching test to determine the pollution potential of the main types of materials…”
“…the Council as Waste Planning Authority is reluctantly prepared to accept the wheel cleaning proposals detailed on your plan reference CBC542 but only subject to conditions: 1. That wheel cleaner is located as far back into the site as possible before entering the contaminated area. 2. The surface between the facility and the public highway is surfaced with concrete. 3. A road sweeper is kept permanently on site and the stretch of concreted area is kept totally clear of debris. I must stress the importance of this final point and I would advise that any sweeping of the highway should be seen as a very last resort and every attempt should be made to ensure mud is not deposited beyond the site boundary in the first instance…”
“This licence permits the deposit of waste on land other than burning by an incinerator. Other types of waste accepted at the site shall consist only of: 1.02.1 Waste Category A-Solid Inert Waste 1.02.2 Contaminated material as defined by previously submitted analysis: a) from the area of the Toxic Ponds and the Deene By Products Plant to be deposited only in the area marked A on plan C/20. b) from the area of Soothills (as marked on plan C/20A) to be deposited only in the area marked B on plan C/20. Under no circumstances shall any of the Soothills waste from Trial Pit 5 of the original analysis (refer to appendix 2) or any other Soothill waste found at or above these levels be deposited at the site, but shall be disposed of appropriately at a site that will accept category F non-special in accordance with the Working Plan. For waste categories see appendix 1. The total annual quantity of waste to be accepted at the site shall be less than 75,000 tonnes.”
“9.1 The configuration and nature of the Soot Banks has altered significantly since the 1986 survey was carried out. Large volumes of soot have been removed from site. The materials that remain include remnants of the original banks that were considered to contain too little soot to be workable, and heaps of other fines and of large boulders that were abandoned by the soot contractor. 9.2 The 1986 survey had located and sampled at pit five a deposit of 0.55m thickness of very fine grained, brown, slightly clayey silt, believed to have been from blast furnace secondary dust catchers. This silt had particularly high concentrations of zinc, high cyanides, elevated lead and cadmium. The site of pit 5 was excavated by the soot contractor and that material removed and sold, along with the rest of the soot. The former site of pit 5 is now approximately 5m lower than in 1986. No other material exactly similar in either appearance or chemistry to that brown fine grained silt has been found and it now appears likely to have been an isolated occurrence, although further probing will still take place around the former site of pit 5. 9.3 The bulk of the material remaining on-site is slag intermixed with coarse grained sand to gravel-sized ‘soot’, or flue dust from the blast furnace primary dust catchers, which consists of varying proportions of iron ore, Coke, limestone, and slag. The deposits include soda slag, or similar wastes from the soda ash process for desulphurization of steel. It has been on the site at least 45 years and has leached and weathered to liberate sodium sulphate that has re-crystallised in massive blocks, at depths of 3m or more below the original tip surface…”
“2. No development approved by this permission shall be commenced before a detailed scheme for investigation and recording of contamination at the site has been completed and detailed proposals in line with current best practice for removal, containment or other treatment of such contamination… have been submitted to and approved by [CBC]… 5. Before commencement of works for reclamation measures, facilities for prevention of dust nuisance and transfer of contaminants or materials to the public highway including wheel wash and damping down facilities shall be installed at the site in accordance with details approved by [CBC]… 6. Before commencement of removal of any material from the site details of traffic management measures to ensure that lorry movements in connection with the transfer of contaminated materials between the application site and the receiving site are restricted to specified routes shall be submitted to [CBC] for approval and approved management measures implemented for so long as reclamation continues…”
“… I confirm the following points raised… at the site meeting of14 May 1996 . 1. A concrete surface roadway exists between the present wheel wash and Gretton Brook Road. This was considered adequate. 2. A suction roadsweeper is to be permanently in use when the access is being used by construction vehicles. 3. An additional wheel wash is to be constructed as indicated on Drg CBC 542, this is to be placed before the existing wheel wash providing a 50m run-off to the site gates. 4. The existing wheel wash is to be cleaned out and remain a dry run in/out area. With regard to Mr Bosence’ telephone conversation with your Mr Cattell on31 May 1996 regarding proposed to wheel wash facilities at the Geddington Road entrance to the Soothills site, it was agreed that, as an existing surfaced road runs into the site for approx 100m, temporary wheel wash facilities will only be required at times of inclement weather.”
“(4.02) The requirement for testing every 20 loads of Soothills waste appears unnecessary and prescriptive giving the Council's strategy of identifying, in advance of excavation, any deposits of wastes unsuitable for Deene Quarry, with excavation taking place under the guidance of an independent consultant. The rationale behind this strategy is to, firstly, identify and categorise all wastes on the site and, secondly, to ensure that deposition of unsuitable wastes at Deene Quarry is prevented. It is accepted that testing of loads to the site is a further check to the off- site testing regime previously mentioned. Can a frequency of every 200 loads be agreed as an acceptable alternative?”
“Site relatively busy this morning as hard-core being imported to construct internal haul road for Soothills Hall. Considerable dust problem with vehicles ‘kicking up’ dust and creating dusty access onto Gretton Brook Road. When Soothills haul commences dust suppression measures will [illegible] be permanently on the site to prevent considerable problems with dust”
“Waste Input Analysis I believe this issue was discussed at a meeting recently with my colleague Mr Benson Downey. I appreciate that Corby Borough Council has proposed and is undertaking a monitoring program to analyse the materials source and therefore should prevent all unsuitable material from being taken to Deene Quarry. However the reason for the analysis of waste entering the site is to achieve an accurate indication of the waste that is actually deposited at the site. This is vital information if a certificate of completion is to be contemplated in the future. The licence actually requires 1 in 20 loads to be sampled and analysed. However it was agreed that as long as one in 20 loads were sampled and retained, 1 in 60 could be analysed and submitted to the Environment Agency. If any of the submitted analysis caused concern than the other samples could be analysed as a check…”
“ Had temporary Clerk of Works who supervised the job and would say that he was there on site the majority of the time. Can't remember his name but it was a chap with a beard." Mr Palmer replied "yes by the Clerk of Works, Brian Clarke." (c) In answer to Question 3.1, "what do you understand the requirements of the [Environmental Protection Act 1990 ] to be in relation to the movement and transport of contaminated material?", Mr Palmer replied: “don't really know” whilst Mr Cropley replied: “ Depends on category of what contamination is-falls into two categories: Special wastes which is cleared by N.C.C. through the approved license for tipping at our own tip at Deene Quarry and because it is not the really nasty stuff and Toxic wastes which is dangerous stuff requiring disposal at a special licence tip." (d) In answer to Question 3.2 "do you accept that the Act covers contaminated material taken to and on Deene Quarry?”, Mr Palmer replied: "without looking at Act wouldn't know” and Mr Cropley said: "Yes it applies to Deene Quarry and is covered by: (i) Planning permissions approved by N.C.C. (ii) Waste licence approved formerly by N.C.C but now covered by the Waste Regulation Authority. The rules vary depending on whether special waste or toxic waste.” (e) Question 3.3 was: “Is it not a requirement of the Act that when contaminated material is transported off a site that specific conditions have to be met: (i) The load has to be covered. (ii) A written record of the material, weight and volume has to be maintained by the contractor. (iii) The information has to be provided to the licensed tip owner. (iv) The licence tip owner signs for what he has received and issues an appropriate certificate which has to be retained by the contractor." Mr Cropley replied: "Applies to toxic waste-regulations don't apply to the special waste we were excavating. The tipping of the excavations in the contaminated tip enabled it to be filled so that it can be capped off. An outline of the material to be taken to the tip would have been set out in the planning permission covering the anticipated works and works would have been carried out in line with this planning permission. In addition an annual return is completed the Waste Disposal Authority outlining the volume of material taken to Deene Quarry”
"Not the way we do it-think Richard certifies to N.C.C each year what goes into Deene Quarry-used existing approved tipping licence." (f) Question 3.4 was: "what checks did you make to ensure that the contractor was complying with the requirements of the [Environmental Protection] Act?”. Mr Cropley’s answer was: “It can just be transported and tipped like it was any ordinary earth that had been excavated” whilst Mr Palmer's answer was: “No checks made of documentation maintained by contractor. Since this contract done, Contract and Design Method Regulations have come into force."
“If this is to continue to be the case then the same [concern] relating to dust and mud on the highway will apply as with their Gretton Brook Rd entrance.”
“…it is my opinion that a number of matters require attention regarding the Council's activities. In making the following observations I also referred to the site licence as issued for the tip by Northamptonshire County Council: 1) Stockpiling of graded material in the Quarry, originating from the Banks Site, would appear to be in breach of the Planning Permission. The recycling of materials on the site appears to be in breach of the site licence conditions. These matters require resolving with the Planning Department of the County Council and Claire Pool of the Environment Agency. 2) Waste from the Soothills Site should be deposited in containment cells in the Quarry. The design of the containment cells is detailed in the licence conditions for the tip. It would appear that modifications have been made to the design, agreed verbally with EA, and subsequently implemented on site. Such modifications should be confirmed in writing and a working plan of the licence altered accordingly… 4) Haul roads on the site should be constructed of inert fill... 7) The Council's interest, in my opinion, would be best served by the provision of a full time supervising officer in the quarry to ensure that the various records are being kept and that the tipping operation is being undertaken in a professional manner and to the correct specification. The supervising officer should be WAMITAB approved. 8) The site licence specifies that a notice board should be located at the entrance to the tip with the operator's emergency telephone numbers displayed, together with EA's emergency number. This matter requires attention. 9) The contaminated tip requires fencing and the site licence specifies that the fence should be of a security type, 1.8m high surmounted with barbed wire. It is my opinion that the restored tip only requires a token fence, ie. Wood post and barbed wire type. This should be resolved with EA and the necessary modification to the licence made if they are in agreement. Otherwise the full specification fence as stated in the licence should be erected.”
“2.2 Two site investigations were carried out prior to reclamation… they established that the site was mantled by a deposit of ‘oversite fill’ ranging generally from 1.5 to 2 m in thickness and consisting of ash, slag, refractories, rubble, ballast etc. The oversite fill overlay natural ground in the north-eastern corner of the site, and quarry backfill (chiefly quarry overburden-sand & clay) over the rest of the site. The report recommended that the oversite fill should be removed prior to redevelopment and that the void should be backfilled with suitable imported materials. 2.3 A contract was let by [CBC] … to break out old foundations and underground chambers, where practical; to remove the contaminated oversite fill; and to backfill compact imported stone. The contaminated soils were landfilled at the Council's own site at Deene Quarry...”
“1.3 The particular operations carried out on our particular portion of the mills appear to have been associated to a large extent with "soaking". This is the process whereby large ingots are reheated, prior to rolling, in very large pits (the "soaking pits"), lined with refractories and heated by burning waste gas - probably blast furnace gas. Once the ingots had attained the required temperature, they would be lifted out by massive cranes onto the rolls. The soaking pits were associated with underground flues that carried the hot blast from gas burners, and there was also a substantial chimney to carry off the exhaust. The northern part of our site, outside the mill building, was occupied by rail sidings. 1.4 During demolition of many of the works structures in the 1980s, overhead blast furnace gas mains were dismantled by scrap contractors on the open sidings, and gas main deposits and condensates, including ferricyanide wastes and organo-sulphur compounds-some of which smouldered on exposure to air-were spread around. Similarly, the removal and break-up of the mill machinery from inside the buildings resulted in the release of large amounts of oil, adding to the already widespread oil contamination that had resulted from some 45 years of continuous heavy engineering.”
“2.1 The area was included within the boundary of an investigation entitled 'Electric Furnace Plant', that we supervised on behalf of Corby District Council in 1986…This report concluded that:- a) "The random deposits of waste contain sludges from the lime neutralization of steel pickling acids. Oily gas-line condensates are also present in smaller quantities. All the deposits should be removed prior to redevelopment". b) Soil analyses ranged from acidic to highly alkaline (pH 11.1), soluble sulphates were high, and Class 4 concrete (sulphate resistant), was recommended. c) High concentrations of zinc, in particular, were found in the soils and ranged up to 1,558 mg/kg. 2.2 A more detailed investigation was carried out in 1994, as part of the Exchange Sidings project (Ref 2), although the mill itself was still not included. The report states that the site was blanketed by a mantle of iron & steelworks wastes consisting of ash, slag, refractories, ballast, rubble etc. of variable thickness and visibly oily in places, overlying natural ground to the north of the old quarry face, or opencast backfill to the south of the face. The opencast backfill and the natural soils were judged to be relatively inert. The oversite fill was found to be chemically contaminated with arsenic (up to 262 mg/kg), cadmium (up to 23 mg/kg), lead (up to 2,655 mg/kg), zinc (up to 6,742 mg/kg), and toluene extractable matter (eg. oils and tars) which ranged up to 1.5%. The pH value of the oversite soils ranged from 2.3 to 11.1. Acidic conditions, where encountered, generally extended down from the oversite fill into the underlying strata. Significant amounts of free calcium oxide and magnesium oxide was found, associated with the presence of steel slag and possibly from basic refractories. A particular feature of the results was their extreme variability across the site, from pit to pit, reflecting the inhomogeneous nature of the oversite fill and the presence of many localized point sources of contamination (eg. isolated spillages and dumping of wastes during the works history). Groundwater was found to be contaminated with ammonia, chloride, and cyanide, with traces of phenols. The report concluded that the oversite fill could be unstable in the long term as a result of the presence of free lime and magnesia in the slags/refractories; and that contamination-unless remediated-would place constraints on the development of the site. Not stated, but implied, was that the contamination of groundwater was resulting from downward percolation of leachate from the oversite fill. The report recommended removal of the oversite fill prior to development… 2.3 Examination of the derelict remains of the mills buildings themselves, here and on the adjoining Phase III site, revealed that very deep machine pits and the soaking pits had been loosely backfilled with demolition rubble; directly on top of thick deposits of oily residues and sludges in the case of the machine pits. Experience from reclamation of the remainder of the mills indicated the likelihood of some asbestos contamination within this backfill. The council has reclaimed a huge area of the former steelworks over the last 15 years. Based upon the experience gained from that programme, and on the requirements of the various regulators, and of potential developers, it was agreed that the most appropriate strategy was - as recommended in the s.i. reports-to remove the contaminated oversite fill; then excavate the contaminated backfilled debris and sludges from the various pits; break out any voids etc; and remove the contaminated materials to the Council's own licensed landfill at Deene Quarry; then to backfill the site with clean imported fill to an appropriate geotechnical specification.”
“During excavation of the 15m high hills of soot a solid mass of cemented silica slag, amounting to approximately 13,000m3 was encountered. Previous boreholes in the area had indicated obstructions encountered at 6m depth which were assumed to be isolated steel ingots and small nodules of hardened slag. The breaking out of this solid mound has proved to be a major task, hard dig with pneumatic heavy breakers.”
“Background Since 1980, the Consultant Engineers, R C Ibbotson Ltd., have been employed by the Council to assist in designing and implementing schemes for the reclamation of the former steel works area. The design and administering of individual schemes has generally been handled by Mr Ibbotson himself, with his site representative being a Mr J Buckland. A detailed contract was drawn up between the Consultant and the Council, specifying the terms and conditions of appointment. The costs of employing the Consultant have been met through Derelict Land Grant administration allowances. Present Position The most recent reclamation scheme undertaken by the Consultant is Mills Road Phase IV, which has now been completed on site. The Consultant was not employed on the two reclamation schemes Willowbrook North and Soothills, the Head of Engineering and Construction Services being the supervising engineer for both. These two schemes have yet to be completed. The final major reclamation scheme that is likely to be pursued by the Council is the restoration of Deene Quarry, after completion of all the tipping activity. Under the terms of the Waste Management Tip Licence for Deene Quarry, issued by the Environment Agency, it is a requirement to employ a qualified tip inspector with a WAMITAB certificate. The inspector supervises tipping operations and keeps the necessary records required under relevant legislation. These duties have been added to by the introduction of Landfill Tax, from1 October 1996 , which requires further records to be kept, and returns made to the Government. Mr Ibbotson's assistant, Mr Buckland, has been fulfilling the role as tip inspector and is accepted by the Environment Agency.”
“My recollection regarding my involvement with the Toxic ponds Contract No.70 is of discussions with the Principal Project Engineer M. Palmer in late 1992 regarding the health and safety requirements of the specification and a final agreed set of paragraphs regarding health and safety of employees placed in the Contract 70 Instructions to Tenderers, item 122 Safety requirements due to chemical hazard (1- 39). I visited the site of operations at Gretton Brook Road in November 1992 with Mark Boscence Engineer to view operations at commencement of Contract and recall raising issues with the Engineer in charge M. Palmer about standards of safety for CBC employees and the fact that certain requirements of the safety method statement provided by the contractors were not being met. These issues were addressed. During the Spring of 1993 I received complaints from employees of CBC concerning operations at the Toxic pond site not complying with the requirements of the method Statement. I visited the site at Gretton Brook road and was concerned the safety [sic] of various operations and requested the attendance of the Contractors (Weldon Plant's) Safety officer. I raised complaints regarding welfare facilities for employees and site workers and in particular regarding the emergency shower, washing, drinking and eating facilities. I also raised concerns regarding: • Site vehicles leaving the site without proper wheel washing and the possible contamination of the Gretton Brook watercourse. • The site boundary fencing • The on site haul road was affected by spillage. These complaints were given as a verbal report My normal approach to deal with on site safety issues is to make clear to the responsible person (The Principal Engineer M. Palmer) the standards required (which at that time was compliance with the safety method statement provided by the Contractor) and this would be followed up with a further site visit to identify compliance. Failures to comply with the Method Statement at this point would be followed by a written report to the person responsible with a copy to the Director responsible for the Department concerned. No written report was sent which leads me to the conclusion that I considered that adequate action was taken at the time.”
“1. Agreement made with Pipeline Constructors Limited dated 16 March, 1987,…Reclamation Toxic Waste Pond Water Disposal "Engineer" Community and Technical Services Officer 2. Agreement with Weldon Plant dated 24 September, 1990, Contaminated Tip Facility "Engineer" R.C. Ibbotson and F.W. Smith 3. Agreement with Weldon Plant dated 3 December, 1990, Contaminated Tip Facility - Backfilling Operation -( Plant Hire 4. Agreement made with AGRU Environmental Technology Limited dated 9 January, 1991 …- Contaminated Tip Facility Membrane "Engineer" R.C. Ibbotson and F.W. Smith 5. Agreement with AGRU Environmental Technology Limited dated 12 May, 1991 …Contaminated Tip Facility Membrane Extension "Engineer" R.C. Ibbotson and F.W. Smith 6. Agreement with Weldon Plant dated 4 November, 1992, Contaminated Tip Facility - Earthworks Phase II "Engineer" R.C.lbbotson and F.W. Smith 7. Agreement with Weldon Plant dated 4 December, 1992, Toxic Ponds Reclamation (5 and 6) "Engineer" Head of Engineering Services 8. Agreement with Noone and McGowan dated 23 December, 1993 …Drainage "Engineer" Head of Engineering Services 9. Agreement with Weldon Plant dated 28 January, 1994 … Restoration Earthworks Phase I "Engineer" Head of Engineering Services 10. Agreement with Noone and McGowan 18 March, 1994 … Contaminated Tip Restoration - Phase I "Engineer" R.C. Ibbotson and F.W. Smith 11. Agreement made with Geotechnics Limited dated 10 April, 1995 … Gas and Groundwater monitoring Boreholes "Engineer" R.C. Ibbotson and F. W. Smith 12. Agreement with Weldon Plant dated 21 April, 1995 … Restoration and Leachate Control "Engineer" Head of Engineering Services 13.Agreement with Weldon Plant dated 6 February, 1996,… contaminated Tip Restoration "Engineer" Head of Engineering Services.”
“Comments 1. It is indubitable that by the Supplemental Agreement dated 31 December, 1985, R.C. Ibbotson and F.W. Smith "the Consultant Engineers" were to prepare the schedule of drawings, conditions of contract, specification, bill of quantities and supervise for the Toxic Ponds Reclamation works in accordance with that Agreement and the Principal Agreement dated 20 May, 1981. The area of 33 acres of land referred to in the Supplemental Agreement corresponds to the area of 33 acres acquired from the British Steel Corporation. 2. It is indubitable that the Council, in breach of its contractual obligations to the Consultant Engineer prepared the schedule of drawings, conditions of contract, specification, bill of quantities and supervised the contract. 3. On Monday, 13 January, 1997, I had a meeting with Rod Ibbotson. He came to see me in response to my letter to discuss with him his letter of 9 March, 1993: “…The site supervision provided by John Buckland is restricted to looking after the sanding, tyreing and covering of the membrane to the floor and walls of the facility." 4. Rod Ibbotson confirmed the accuracy of the penultimate paragraph of that letter.. 6. Rod Ibbotson confirmed that he received no response to the letter from any Council Officer…”
“Arising from your memorandum of22 January 1997 I conducted a site visit on Friday24 January 1997 and would inform you of the following:- 1. The access gate at Mitchell Road is closed and padlocked. 2. The access on Gretton Brook Road is open and accessible. 3. As I approached the junction of Pheonix Parkway and Steel Road I spotted a lorry loaded with "muck" travelling along Phoenix Parkway towards the Power Station. I followed the lorry which had no company name and it turned into Gretton Brook Road and then through the access onto Deene Quarry no doubt to tip its load. 4. I then inspected the Ashbury site and can confirm that Noone & McGowan are obviously performing a contract for Ashbury part of which is the excavation and disposal of muck. I followed a Noone & McGowan lorry loaded with "muck" as it left the site and this lorry also entered onto Deene Quarry, again no doubt to tip its load. Following the site visit I spoke to the Senior Engineering Technician who advised that under the Sootbanks contract being carried out by Noone & McGowan there is a requirement to provide cohesive clay for capping works at Deene Quarry… I have also spoken to the Consultant Engineer, Rod Ibbotson who confirms the requirement for capping material on Deene Quarry. He further advises that the Resident Engineer makes periodic visits each day to check what is going onto Deene Quarry and obtain from drivers details of what has been brought on. He also stated that as of Monday27 January 1997 the Resident Engineer will be permanently on the Deene Quarry site and check all loads in. Further details on this matter will be provided by the Director of Development Services.”
“Findings I shall deal first of all with the matters deferred from the previous disciplinary hearing pending further investigations. 1. The omission of the interlocking steel shutters. …On balance I have to conclude that the matter was very poorly handled, both in relation to tender evaluation and contract management. The absence of adequate records does not lead to confidence that matters were handled as they should have been and makes it impossible to eliminate suspicion as to the motives of the people involved… 2. Unlawful payment Clear evidence was produced that the Council had been charged and had paid for works to the 2 acre site reserved for Newteam through the contract for Sites B and C. Consequently the story related to me at the previous hearing, namely that the overpayment for fill on contract A was to reimburse the contractor for works to the 2 acres, was untrue. This is a very serious matter. Either MP, when he related the story, knew it was untrue and deliberately tried to mislead me and subvert the proceedings, or he negligently gave me a story without knowing whether or not it was true. Either way this is a very serious failing. I specifically asked him whether he had intended to mislead me, which he said he hadn't. I also put it to him that he must have been negligent in not even bothering to find out whether or not the story he was giving me was substantiated, and he agreed. I find that Mr Palmer authorised an unlawful payment, and led the Council into making a double payment for work, and further that he made statements to me at the previous disciplinary hearing which were seriously misleading. 3. Bill Rates Mr Palmer was unable to explain why it is that the rates for ostensibly similar work in the bank stabilisation contract were considerably lower than the rates in the contract for site A. Neither could he explain why throughout the conduct of the works valuations are based on the lower rates, but at draft final account stage there is a sudden switch to the much higher rate. Worse still, that higher rate went unchallenged and has in fact been ticked. That tick apparently was made by the Head of Engineering and Construction Services, however MP acknowledged that he was in agreement. He explained that, in going through the draft final account with the Head of Engineering Services he was not examining the validity of the rates used, but was really only verifying the nature of the item and the arithmetical correctness. Again I can only conclude that this represents a serious shortcoming on the part of an officer who is responsible for contract works to allow such a significant and obvious change to go apparently unchallenged. 4. Additional Drainage Keith Webster accepted MPs explanation that the drainage was omitted from the contract for sites B and C simply because details were not available of the works to be carried out on Eurofleets part of the site. However, he maintained his case that the matter should have been properly recorded in the contract documentation and procedures when the variation was made, which it was not. I agree with that. There was once again a disregard of the need to document events on the contract to set up the proper audit trail and to provide reassurance that all was as it should be. 5. Practical Completion Certificates It was clearly established that only one certificate was issued, namely for the purpose of enabling the Head of Estates to conclude the land transaction he was negotiating with Eurofleet. It was not at all clear as to why the others hadn't been issued, although there was a suggestion that this was in order to enable cross funding of contracts with a view to getting the best outcome for the Council. That is not a satisfactory explanation. I find that there was a failure to issue certificates as required by the contract and I heard no satisfactory explanation for this. 6. Computer Equipment Keith Webster expresses his serious concern that these items, having been brought into the contracts as variations, are likely to be picked up and rejected by English Partnerships. He cites a recent example in relation to the Soothills contract as evidence of this. Mick Palmer on the other hand said that English Pamterships do accept necessary computer equipment as a legitimate item in a contract. Having regard to the requirements of grant conditions, it seems to me that it would be an elementary precaution to ensure that the items being purchased were going to meet English Partnerships approval. Furthermore it does seem an extraordinary arrangement whereby the contractor makes the running on the items, and apparently earns a "profit" element based on the cost of the equipment. Furthermore, DODS pointed out that this way of proceeding was contrary to his standing instructions with regard to the purchase of IT equipment. I therefore find that the handling of this item fell short of the standards appropriate for an officer in MPs position. 7. Roadworks The complaint here is that to divide the total cost of making good damage to roads equally between three contracts is inappropriate. It is also of concern to DODS that the total cost of such works was£9,000 in excess of the£30,000 aggregate total for the provisional item, and is therefore likely to be heavily scrutinised by English Partnerships. I do not necessarily subscribe to the view it is inappropriate to split an item of this nature equally between three concurrent contracts. That may well be a convenient approach, although obviously the funding agency will need to be satisfied if they have not already been notified. However of more concern is the overspend, apparently not previously authorised, which may lead to closer scrutiny and disallowance. That points to a fundamental lack of management control of the contract. I note from condition D attached to grant approvals that changes to costs outside certain specified areas are required to be identified and justified when claims are submitted, and that changes may be accepted against the total contingency allowance of 5% on the contract. I was not given any detailed evidence on our ability or otherwise to justify the additional costs, and draw no conclusion on this aspect. 8. Outstanding balances The significant differences referred to between the practical completion stage and final account points again to slack contract management procedures. The wide variations in contract figures as compared with grant approval figures, although in aggregate remaining within the global grant offer, were very poorly handled. There seems to have been a total disregard for English Partnerships requirements, and a consequential risk to the Council. Conclusions …The only defence he was able to advance was his stress condition at the time when these contracts were current as a result of domestic and marital problems. I accept that be would undoubtedly have been under considerable stress as a result of these matters. I have previously accepted that he was working in extremely difficult circumstances in carrying out these and other contracts. It is regrettable, however, that he apparently made no reference to these matters to his Manager in order to receive either practical help in relation to workload, or counselling advice in relation to his stress condition… …I have reached a number of findings against Mr Palmer. For the most part these relate to a failure to follow proper contract procedures and internal Council procedures and failure to maintain essential contract records. There were also failures to observe English Partnership requirements. Pressure of work and the need for speed are doubtless relevant considerations. However, I cannot see how they can excuse such fundamental deficiencies as those identified in this case. The Council has been placed in a very vulnerable position and may have suffered financial detriment. In some instances Mr Palmer's motives are placed under suspicion. In essence his lack of attention to such crucial matters amounts to negligence. However by far the most serious item against Mr Palmer relates to the excess payment for fill material on two grounds: a. it was unlawful in that it was not payment for value received and b. I was given seriously misleading information at the previous disciplinary hearing in an attempt to explain it. Regrettably I have no alternative but to conclude that the matter in relation to the double payment, and the unlawful payment, is such that whatever the mitigating circumstances may have been, and regardless of whether it was made with an intention to deceive or negligently there is no realistic conclusion that I am able to reach other than that Mr Palmer's employment as Principal Projects Engineer must be terminated. He simply cannot continue in that job.”
“For ease of reference I will incorporate here where appropriate findings arising from the October hearing in addition to my findings based on the evidence before me in this hearing… a) Failure to provide effective management of the contract in accordance with the conditions of contract and in contravention of the job description. b) Failure to exercise supervision of staff in accordance with the requirements of the job description. In the previous hearing I found that management was inadequate when judged against what would normally be expected. However there were mitigating factors. At that time I also found that there was no evidence that the Council had been disadvantaged as a result of the shortcomings. That no longer remains the case. The Council has clearly been disadvantaged in having paid for materials which were not received on site A. Whilst it may be true that this can be rectified through negotiations on the final account there is no getting away from the fact that the payment has already been made and it should not have been. Having regard to the general state of records and management of the contract there must, in my view, be a risk that this matter would not have been picked up at the final account stage had it not been for these proceedings. c) Failure to ensure adequate levels of documentation maintained. I previously found that there was an absence of detailed site minutes which was a cause for concern, and no variation order for the omission of steel shuttering - a major item… h) Approved payment of valuation number 6 in contravention of Financial Regulation 14 (iii) a in the sum of£22,508.37 plus VAT which included for 64046 cubic metres of imported back fill material whereas only 40,000 cubic metres was brought in, resulting in an overpayment in excess of£9 0,000 thus resulting in potential financial loss to the Council. I previously found that this charge had been established. Subsequent enquiries have revealed that the claimed basis of this overpayment - allegedly to provide the means of paying the contractor for works on 2 acres of land within site B, did not stand up to scrutiny. Payment for that work had already been made on a valuation on the site B contract. The evidence adduced at this hearing showed very clearly that the story I was told at the first hearing was either a complete fabrication, or had been put forward negligently without Mr Cropley having taken the trouble to examine whether it stood up to scrutiny. 2. The situation in relation to the duplicate payment for either back fill to site A or reclamation of the 2 acres on site B/C has not been satisfactorily explained and remains a serious breach of Financial Regulations 7 (iii) and (iv) . The purchase of the computer equipment is in breach of Standing Order 48 and Financial Regulation 14(iii). I have already commented on the duplicate payment. This is a very serious matter. The purchase of the computer equipment was not in accordance with the Council's procedures, and if the scenario described by Mr Cropley to justify this had any substance, I would have expected there to be some record on the file to explain why procedures were not being followed in this instance, and to indicate that English Partnerships were satisfied and would fund the actual cost. There remains a risk that they will not cover the cost, at least the element that represents the contractors profit. 3. It is clear from the fluctuations in the contract valuations from April 1995 through to October 1995 that there was little attempt made to catch up and subsequently regularise matters in relation to contract documentation/ Council approvals, and English Partnerships approvals this shows continual negligent contract management by Mr Cropley as the Engineer. I understood from what Mr Cropley told me that he acknowledged that these matters had not been satisfactorily followed through. He remained reliant upon the pressure of work as the explanation for this. 4. Mr Cropley's statements that senior management were fully aware of all matters and had instructed him in relation to the 2 acre scam is not supported by the evidence. There remained a difference of opinion between the Director and Mr Cropley as to whether or not the device of inflating the fill costs on site A to pay for work on site B had been specifically discussed and agreed with the Director. What did appear to be beyond dispute was that all parties were aware that work to the 2 acre site would be paid for by the Council, and no doubt all parties expected that that payment would be recovered from English Partnerships. I am unable to draw a clear conclusion on this although having regard to the fact that the work to the 2 acres had already been paid for within contract B, the evidence suggests that the Director's view of matters is to be preferred. 5. The Director's conclusion therefore is that Mr Cropley is guilty of gross misconduct and irredeemable incapability in relation to contract management issues, and he could therefore not see how the Council could have any trust or confidence in him to continue carrying out his duties as a senior officer of the Council.”
“I have been requested by Corby Borough Council to point out that the stockpiles of slag material located in Deene Quarry, originating from the Soot Hill Site, must not be used without the prior permission of the Environment Agency. Hence this material should not be used on the site or removed from Deene Quarry Tip without obtaining such permissions. This matter has been the subject of previous correspondence with yourselves and Corby Borough Council and supplemented by telephone conversations. It is my understanding that the Agency has now undertaken some tests on the material and from the results have concluded that the slag must be defined as a classified waste from henceforth. I would respectfully point out that contrary to previous instructions some slag material has been used for haul road maintenance within the quarry complex on12 February 1997 . This occurrence must not be repeated without obtaining the necessary consents from the Agency. Your co-operation in complying with the Agency's request is sought…”
“Following our recent meeting last week and our telephone conversation on Thursday13 February 1997 , I wish to confirm a number of points, and also inform you of my discussions with the Officers from the Environment Agency. 1) The Agency has now received the results of the tests on the various samples of stockpiled slag on the Deene Quarry Site. From the information gained the material is well above threshold levels with regard to arsenic and sulphate, hence the material is to be defined as a "Difficult Waste" Category F None Special, and must not therefore be used on the site or removed from the site. 2) The degree of contamination is much greater than the information previously given to me by Noones based on their own test results. 3) The Environment Agency is of the opinion that the stockpiles of material should be deposited in the Contaminated Tip Facility and covered over with the cap. This also includes the uplifting of the haul road across the site and depositing this material also in the facility. This will be subject to a formal decision by the EA, however, it is my opinion that the necessary steps may be taken to obtain prices from Noones for repositioning of the slag deposits. English Partnerships may also be contacted regarding the funding implications. 4) The Environment Agency is also requesting a validation survey to be undertaken in the stockpile area when the deposits have been removed. This is to prove to them that there is no contamination left in the area. The validation survey will also apply to the haul road route. This procedure will be an important part of the surrender of the tip licence. 5) In connection with the use of the slag on the haul road maintenance last week by Noones, I enclose for your file copies of the two letters which are self explanatory. 6) At the present time Noones are importing subsoil material from the Kettering site for restoration purposes. 7) The Environment Agency is certainly looking closely at the various sites where Noones have used the slag and it may come to pass that the slag will have to be removed from these sites. The EA is in discussions with Noones at the present time on the subject. If the material has to be taken to a licensed tip for disposal, should Deene Quarry be considered? 8) I have made the necessary arrangements for the additional cover to be on site to accommodate the hours working by Noones, including Saturdays.”
“With regard to material removed from Deene Quarry, location purpose and quantities as follows 1) Darwin Road, Maxim Logistix development, approx 500 tonnes used to make up levels beneath lorry park areas. 2) Kettering Leisure park complex, approx 600 tonnes used to form haul roads for access to site. 3) In addition to this some 2000 tonnes was taken from Soothills and used to form haul roads within the Deene Quarry facility. 4) A further 200 tonnes was taken directly from Soothills site as used to make up levels below subbase to parking areas on various parking schemes for Corby Borough Council.”
“…Early in 1996 I was aware of the decision to remove the material deposits at the site known as the ‘Soothills’… …On20 March 1996 I reported to my supervisor my concerns at the possible high levels of chemical contamination of the material and discussed methods of abatement of particulate matter entering the atmosphere following removal…”
“We are therefore duty bound to inform you that the area of exposed steelworks slurry on the site should at the very least be securely fenced off to ensure that the risk to human health from contact with the slurry is minimise.”
“During the period 1992 to 1997 this site was subject to Corby Borough Council contract 70 to clear the Toxic Ponds and place the contents in the containment cell. The work carried out over this period was extremely badly managed both by CBC it's Consultant Engineer and the Contractors carrying out the process. The Contractor carried waste materials from the toxic ponds to the new containment cell as a wet sludge/slurry made worse by an influx of water into the Ponds from a breached wall in one of the Ponds. It was carried in open backed vehicles across the site. Contaminated water and sludge was slopped onto the path and temporary roadways. The temporary roadways became so wet that vehicles began taking alternative route across the site to avoid being bogged down. This caused the contaminated waste to be spread even further around the site. Initially there was no proper vehicle wash on leaving the site and the Contractors vehicles would travel through Corby and Earlstree estate spilling waste from wheels etc…”
“I have identified widespread and systemic weaknesses in the arrangements which the Council put in place to award and manage the contracts for the decontamination of derelict land. Whilst I am unable to prove any specific loss to public funds, the Council's arrangements were not such that it could demonstrate that best value for money was secured. Moreover, the arrangements were not such as to demonstrate adherence to the highest standards of probity and governance which is to be expected in the application of public funds. The Council has subsequently taken action to improve the management of contracts that much work remains to be done." Elsewhere, at Paragraph 21 onwards in relation to the "Specification of Works", he says: “21. In order to comply with the terms of the grant funding, a detailed specification was required from which the budget could be established and against which the scheme could be appraised and monitored. The Council required specialist skills, not only for drawing up the necessary specifications but also in assessing the method statements to ensure safe working practices. None of the engineering staff had professional experience in toxic waste disposal. The Council commissioned reports from specialist consultants to identify the nature of the contaminants at particular sites. The Council also employed a consultant engineer on a contract basis. However, in most cases, it appears that specialist professional advice was not thought in drawing up the specifications. 22. The reclamation programme at Corby was unique in the size and scale of works proposed. While the Council established a Reclamation Group within the Engineering Department, the Group was not appropriately staffed and was under pressure from both the Council and the Department of Environment to progress the programme within the planned financial years. 23. The failure to specify reclamation works to be done accurately was widespread… 24. As a result of the failure to specify works to be done either accurately or comprehensively, there is little confidence that works included in the specifications actually needed to be done. Moreover, there was limited control over additional works which had been omitted from the specifications, the need which became apparent after work commenced”
“1…Based on the knowledge of the previous uses of the areas in question, there is a fundamental need for properly investigating the existing chemical regimes on the site. There are likely to be a range of toxic and hazardous substances in the ground that are a legacy from the previous industrial processes and activities and which can affect a number of different targets in different ways: -site workers can be affected by liquids, dusts, solids and gases; -future site users could also be at risk albeit to a more modest degree; -construction materials can be adversely affected; -plant life can be adversely affected… 2.1 Site History The Iron Making Plant comprised a number of features that are likely to have contaminated the ground to one degree or another, whether by virtue of the normal process activities or through demolition and site clearance operations. The principal items of plant or areas and their most likely associated contaminants are as follows: Blast Furnace: Cyanide; heavy metals; Ammonia; Asbestos Sulphates and Chlorides Sinter Plant: Chlorides (resulting from coke quenched by high chloride effluents) Gas Cleaning Plant: Cyanides; Heavy Metals; Phenols; Ammonia; Dorr Thickeners: Thiocyanate Ore Crushing: Mineral oils Ore beds: Heavy Metals Power plant: Acids and alkalis Blast Furnace: Cyanide; heavy metals; Ammonia; Asbestos Sulphates and Chlorides Sinter Plant: Chlorides (resulting from coke quenched by high chloride effluents) Ore Crushing: Mineral oils Power plant: Acids and alkalis 408. B.O.S Plant: Sulphates, Sulphides, Chlorides; Heavy Metals ; 409. Acid storage area; Acids 410. Tar Tanks: Tars 411. Dorr Thickeners: Heavy Metals, Fluoride 412. Scrap metal storage: Heavy Metals 413. Refractory Linings: Heavy Metals 414. Slag: Sulphides, Sulphates INVESTIGATION STRATEGY 3.1. Introduction The recommended strategy for investigating chemical contamination has been developed by taking into account both of the previous uses of the site and also the proposed uses where identified. Thus the likelihood of finding particular contaminants and their potential significance with respect to different targets was in the first instance a major factor in the positioning of sampling locations and the associated range of analysis. Overall the most significant influence on these analyses was that of safety with respect to construction workers 3.2. Sampling Strategy The proposed system of sampling is by the use of trial pits rather than boreholes. Trial pits are profoundly the better mode of chemical exploration since they allow a visible and all factory evidence to be noted more meaningfully… 3.3. Chemical Analysis The range of recommended chemical tests is listed below. These have been selected on the basis of their likelihood of being present and their potential contact with critical targets...... In addition to those listed, some other tests may be needed to be added selectively to match the visual or other evidence in each trial pits, e. g. coal tars, oils... [Then listed are amongst others soil tests for Toluene Extractable, Cadmium and Nickel]”
“Total Cadmium Little of ingested Cadmium enters the bloodstream, and once in the bloodstream it tends to accumulate in the liver and kidneys. Absorption of cadmium via the skin is negligible. Some cadmium salts are carcinogenic. Research at this stage is, however, inadequate to give a definite answer. The main problem associated with cadmium is likely to be as a result of the inhalation of cadmium metal or oxide as fumes or dust… The highest level of Cadmium was 2.03 mg/kg in samples numbered 52 and 53… For general handling purposes associated with building work on the site, cadmium is not likely to be a problem, assuming adequate dust control measures are taken and there is no excessive dust arising… Total Nickel … The main problem results from the inhalation of certain nickel fumes and dusts, and some of which are carcinogenic… The highest value of nickel was 64.68 mg/kg in sample number 49… There is not likely to be any major problem in handling nickel contaminated soil (on the basis of the analyses carried out) during building operations at the site, assuming adequate dust control measures are taken… 4.1 The main problem which is likely to arise at the site will probably be as a result of dust or fumes. We recommend that the following precautions are taken (in addition to H&SE or other Regulations that may need to be complied with): 1) Operators on site must wash their hands before eating food, to prevent the accidental ingestion of contaminated material... (3) Adequate dust control measures should be implemented to prevent inhalation of dust by site workers. Certain areas of the site have high concentrations of heavy metals and long-term inhalation of dust may result in heavy metal poisoning of site workers. 4) Adequate dust control measures may be taken by spraying work areas, and other areas which are likely to produce dust, with water as required. Internal roads should be swept and sprayed frequently. 5) Vehicles leaving the site may give rise to dust and may in addition carry material off-site. Adequate measures to be taken to prevent dust off site and contaminated soil being carried on to adjacent roads of site…”
“The site of the land reclamation scheme is as shown on the attached plan and covers an area of 15.4 HA 38 Acres, and consists of the former Heavy Rolling Mills, Strip Mills, Bessemer and Electric Furnace Area and Morgan Mill, all of which form part of the now disused British Steel Corporation's Corby Steel Works. The site is located to the north of the Tube Works and is bounded to the north by the former B.O.S. Plant, and to the west by the former Iron Making Plant and the Glebe Coke Ovens. Since the closure of this section of the Steel Works the site has become derelict and consequently meets the requirements of the D.O.E. Definition of Derelict Land, i.e. "Land so damaged by industrial or other development that it is incapable of beneficial use without treatment. The reclamation of this part of the former plant would not only remove a major eyesore as viewed from the new industrial complex to the north, but would also provide valuable industrial land. The proposed reclamation scheme will be carried out in two stages:- (a) The Engineering Works which consist of the demolition of all derelict buildings and structures, the grubbing up of mass concrete and reinforced concrete foundations, the demolition of tunnels and other structures below ground level, the infilling of voids, service diversion, construction of a new gable end to the Loco Shed, the erection of protective fencing and the installation of site drainage. (b) The Landscaping Works which will cover only a small part of the site and involve the cultivation and seeding of mounds to form a screen between the Tube Works and the proposed industrial areas.”
“Chemical Contamination Trenching up the railway cutting (F19 - F14) has shown signs of chemical contamination, gaseous, liquid or solids, however trenching for the laying of concrete storm pipes parallel to this line is showing slag hard cores and rudimentary precautions should be taken here, (overalls and gloves). As expected progress towards the site of the former Glebe Coke Works is leading to areas of chemical concern. On Monday25th March 1985 a deep and heavily polluted area was crossed which looks to be along the line of the old Willowbrook Central Stream - No gases were detected but considerable solid/liquid pollution in the former stream bed was observed, 5 x 3m approximately in cross-section and it must be assumed that this extends for some length down stream from the site of the old Oil Interceptor.(Samples sent for expeditious analysis to Bostock, Hill and Rigby).”
“Given that the site will be developed for industrial warehouse units and is not intended to be used for gardens or allotments, the concentrations of all parameters analysed appear acceptable and not regarded as a hazard with regard to toxicity. The data has been assessed according to the guidelines set out by the ICRCL…”
“EXCHANGE SIDINGS LAND 3.79 Acres A Visual inspection of this land shows: 1. Scrap and other materials dumped on the surface, some of which appear to be contaminants. 2. Surface concrete (it is not known whether these are ground slabs or the top of underground voids). 3. Concrete bases and small derelict concrete structures. 4. Uneven areas of grassland etc. 5. Railway tracks. 6. Deep sewers of unknown line and usage. 0.71 Acres A visual inspection of this land shows: 1. Semi-derelict loco shed with shallow pits etc. components thought to contain asbestos.”
“OVERSITE FILL Compact ash with variable amounts of slag, together with concrete, sandstone, limestone fragments and rarely rubber, metal sheets and pipes, refractory bricks. Occasionally soft clay with ash and ironstone fragments”
“RECLAMATION OF CORBY STEELWORKS MILLS ROAD EARTHWORKS PHASE IV It is my understanding that the majority of the fill to be removed from the Soot Banks Site into Deene Quarry will be via the Gretton Brook Road entrance, and not Shelton Road. From past experience this will cause problems when a second contractor is also using the same haul roads in the quarry, ie. Claims for haul road maintenance, cleaning Gretton Brook Road and delays to contract etc. It is proposed to commence the Mills Road IV contract as from Monday30 September 1996 , and to start infilling the designated voids in the quarry. Both Webfell and Noones will be using the same haul roads to the tip.”
“1.1 FWS Consultants has been instructed by Corby Borough Council to compile a summary report on the contamination that existed formerly on the Rolling Mills Phase IV site, how it determined the reclamation strategy, and how that strategy has been implemented… 1.3 The particular operations carried out on our particular portion of the mills appear to have been associated to a large extent with "soaking". This is the process whereby large ingots are reheated, prior to rolling, in very large pits (the "soaking pits"), lined with refractories and heated by burning waste gas - probably blast furnace gas. Once the ingots had attained the required temperature, they would be lifted out by massive cranes onto the rolls. The soaking pits were associated with underground flues that carried the hot blast from gas burners, and there was also a substantial chimney to carry off the exhaust The northern part of our site, outside the mill building, was occupied by rail sidings. 1.4 During demolition of many of the works structures in the 1980s, overhead blast furnace gas mains were dismantled by scrap contractors on the open sidings, and gas main deposits and condensates, including ferricyanide wastes and organo-sulphur compounds - some of which smouldered on exposure to air - were spread around. Similarly, the removal and break-up of the mill machinery from inside the buildings resulted in the release of large amounts of oil, adding to the already widespread oil contamination that had resulted from some 45 years of continuous heavy engineering”
“2.3 Examination of the derelict remains of the mills buildings themselves, here and on the adjoining Phase III site, revealed that very deep machine pits and the soaking pits had been loosely backfilled with demolition rubble; directly on top of thick deposits of oily residues and sludges in the case of the machine pits. Experience from reclamation of the remainder of the mills indicated the likelihood of some asbestos contamination within this backfill. The council has reclaimed a huge area of the former steelworks over the last 15 years. Based upon the experience gained from that programme, and on the requirements of the various regulators, and of potential developers, it was agreed that the most appropriate strategy was - as recommended in the s.i. reports - to remove the contaminated oversite fill; then excavate the contaminated backfilled debris and sludges from the various pits; break out any voids etc; and remove the contaminated materials to the Council's own licensed landfill at Deene Quarry; then to backfill the site with clean imported fill to an appropriate geotechnical specification.”
“JM [Mr McGrenaghan] asked why CDC got landed with the poor area of toxic ponds land. RI explained that Deene Quarry was bought for tipping purposes and BSC insisted on us taking toxic ponds with it. The tipping facility we have gained has been of great value as the nearest contaminated tip would have been Bedfordshire.”
“2.1 General Description These two ponds are shown on Figure 1 and photographs 1-5. They generally contain a low grade waste from the Rolling Mills and have not been used since 1979. The waste was treated in the Patterson Candy plant which removed the majority of mill scale and suspended solids, with the remaining waste waters going to the Candy Ponds and the cleaned water going back to the plant as cooling water. Oils from leaks or spills were collected in the ponds and were later removed. On the north pond there remains a layer of oil confined to a small area (depending on wind direction). On the south pond, however, a thick (estimated at 80-l00mm) layer of oil emulsion has collected, forming a light brown 'mousse' on the water surface (see photographs).The carcasses of several unidentified birds can be found in the oil. There is also an odour of hydrocarbons from the ponds.” 2.2 Toxicity Oil in small amounts is lethal to birds as it destroys the water repellent and insulant properties of feathers and causes birds to freeze or drown. This undoubtedly was the cause of death for those birds found in the oil. The oily layer will also hamper or smother plant growth or cause injury to animal life. However, the oil is probably of such an age that its innate toxicity is low. BSC have carried out analyses for waters under the oily layers, and these are shown in Appendix 1. These suggest that the water quality is poor, but not toxic. Parameters measured are within the water authority consent conditions and so difficult or expensive disposal or treatment is not necessary for these waters. However, these tests may require further verification before water discharge is permitted particularly if fly tipping is likely to have occurred. 2.3 Treatment options The essential problem associated with oil emulsion is in respect of wild life and plant life, and engineering stability. Since the ponds are on private land, the public cannot be considered to be at risk if access is difficult and suitable notices are displayed. On the basis that Corby District Council wish to utilise the ponds for spoil disposal, the initial questions that must be addressed are a) can the oil be left in position (having removed the underlying water) b) can it be disposed of in another 'hole' on the Council's land, or c) must it be taken off site for disposal at a suitable landfill for example. Leaving aside the question of cost, it should be reasonably practical to remove the underlying water and thus allow the oil to lay on the base of the pond. Option A Insitu treatment Leaving aside the question of cost, it should be reasonably practical to remove the underlying water and thus allow the oil to lay on the base of the pond. Since the base of the pond is narrower than the surface (by an unknown amount), the ultimate thickness of the base layer could be at least double that of the present thickness, say, 200mm. Placing 'normal' fill on this layer would merely displace the oil upwards… Overall, therefore, burying the oil is possible and should not have any significant environmental risks since it would be contained. However, it is most likely that because of factors such as construction quality, ground settlement and physical interference with the barrier layer, this option might at best be described as a 'time bomb'. It is fair to say, however, that a suitably robust and durable solution could be designed but, obviously, at considerable cost. Moreover, improvements to the basic solution would most likely reduce the net volume available for tipping, thus partly defeating one of the objects of the exercise. Option B: Disposal to another Council 'hole' This option is similar in principle to Option A but has the following principal differences: i) the oil would have to be 'cleaned' off the existing site and transported to the proposed disposal location. This has obvious cost penalties and could only be carried out by an experienced operator ii) the oil is not likely to be contained underneath or laterally and so the implications of water ingress are different. The oil, which would have to be encapsulated in a manner similar to Option A, could escape laterally through the movement of groundwater and/or merely by moving along the 'surface' of the groundwater. Indeed the groundwater level would determine the depth at which the oil should be buried. In essence this option cannot be considered at all desirable notwithstanding that it would almost certainly be in contravention of the Control of Pollution Act. Therefore, we recommend that no further consideration be given this option. Option C: Biological treatment Based on our recent discussions with Bio Technica it is reasonable to assume that biological treatment of the oil in-situ is practicable. However, taking the time scale for both culture development and treatment, it seems that it could take about 2 years to effect a full solution to that particular aspect. Option D: Off-site disposal On the face of it, and particularly if time is of the essence, the only real option is to remove the oil and dispose of it at a special landfill. The cost of this option can only be established after consultation with suitable waste disposal contractors, the water authority and BSC. We consider that these ponds should now be examined in closer detail and a strategy developed that will satisfy all parties.”
“3.1 General Description This group of 6 (originally 7) ponds is shown on Figure 1 and photographs 6-9. The ponds are still in use. Ponds 1 and 2 primarily received coke oven effluent, and contain ammonia, thiocyanates, and phenols. Ponds 3 and 4 contain various contaminated waters. Ponds 5 and 6 received alkalis, degreasants and phosphates. Other wastes dumped in the ponds included pickling liquors, chromium oxides, oils, galvanising spent liquors, acids, various metals, cyanides and organics. In general, two ponds were used for treatment and two for holding difficult wastes for disposal when unsure of what to do with them. 3.2. Toxicity The ponds must all be considered highly toxic. 3.3 Disposal and treatment No analyses were available of liquors or sediments within the ponds. However, it is most likely that some form of water treatment would be required, and sediments or solids would require disposal to licensed sites.”
“With reference to our meeting on9th August 1984 regarding the Deene Quarry site, I should like to confirm the following arrangements regarding the proposed purchase and licence agreement with BSC. BSC to grant tipping facilities to Corby District Council for the disposal of materials arising from the reclamation works in the form of a licence. The area of Deene Quarry involved is to the east of the green line on the enclosed plan and is situated within the East Northants District. In lieu of tipping charges the Corporation are insisting on the following works being undertaken:- 1. Overburden to be excavated from various deposits in the quarry and to be re-spread over the site to a minimum depth of 600MM on completion of all tipping operations. 2. Pump out and dispose of liquid waste materials from various lagoons and ponds prior to infilling with tipped material. 3. Provide basic drainage necessary to ensure the free passage of surface water across the site. 4. Provide any necessary perimeter fencing to the site. 5. Site to be topsoiled, cultivated and seeded upon completion of tipping operations and the spreading of overburden. 6. Corby District Council to provide an alternative void for BSC in the former Shanks & McEwan area, including screening mounds, access roads, drainage, security fencing, new lagoon layout, etc., all in accordance with the Heads of Terms for the sale of land to Corby District Council, and the tipping licence to be granted by Northamptonshire County Council. 7. Corby District Council to reclaim areas of land at present used for the toxic ponds. 8. Corby District Council to provide new lagoon facilities for BSC in the former Shanks & McEwan area. 9. Corby District Council to provide new tipping facilities in the former Shanks &. McEwan area and such facilities to be maintained during this initial transitional period of reclamation works. BSC to grant access to existing ponds for the purpose of emptying and infilling prior to completion of legal formalities. In conclusion, it is proposed to utilise the whole of Deene Quarry for the purpose of reclamation and under the Buried Slurry Lagoon Contract to undertake the first stage of the restoration of the site. The site to the west of the green line to be purchased by Corby District Council and the land to the east be the subject of a licence with BSC. It should be noted that the alternative method of disposal of the slurry and contaminated ground if the void in Deene Quarry is not used, is to dispose of the material off site. The nearest void available would be in former BSC workings, and involve road transport to move the material. Apart from increasing the cost of the operation, estimated at approximately£1,400,000 , there is also a danger of haulage traffic passing through the town. The slurry material is not the most suitable material to be transported by road lorries and undoubtedly the conditions imposed by BSC on any tipping area would be similar to those for Deene Quarry. As pointed out in a previous report, the disposal of slurry and associated works in the Deene Quarry would commence the initial reclamation of the site and remove an area of dereliction and considerable danger to obvious overall environmental improvement. It is hoped that the arrangements now reached with BSC meet you’re your approval and that you are now in a position to approve the preferred tender.”
“The stabilisation of a particularly difficult waste has recently been demonstrated by GFS using one of their solidification processes for sewage sludges modified so as to contain acid tars. These arise, for example, from the distillation of crude benzole where sulphur compounds and unsaturated hydrocarbons are removed by a concentrated sulphuric acid wash. In this assessment, 25 kg samples of an oil refinery acid tar waste were mixed with 50 kg of dried, powdery red mud whose high cation exchange capacity and metal oxide content react so as to stabilise the polluting components of the waste. Subsequently, 75 kg of fly ash from a coal-burning power station and 90 kg of a special hydraulic binder were incorporated in addition to 15 kg of hydrated lime and 375 kg of centrifuged sewage sludge (70-80% water). The process yielded a reddish-brown material of a clay-type consistency which lost its aromatic' odour over a few days and showed a crumbly soil like structure upon lengthy exposure to air… Following discussions…it would seem that the steelworks redevelopment site offers considerable potential for the application of this waste treatment technique, the toxic, oil and candy filter ponds and, perhaps, the Deene Quarry area being of particular interest.”
“1.1 Background The Deene Quarry is an area along the northern boundary of the former British Steelworks Corporation's site, which is some 2.5km. in length and of varying width. Currently the area under consideration has the following visible principal features… A. 7 no. toxic effluent ponds (one largely filled with demolition waste) 2 no. candy filter ponds 1 no. oil pond 1 no. 'drum pond' B. Iron making slag deposits (mostly containing soda slag) Iron Oxide flue dust deposits (3 areas) Iron oxide slurry deposits Refractory wastes (weathered dolomitic) Refractory spoil Waste disposal site (encompassing asbestos tipping area and acid neutralisation wastes)”
“a) establish the principal physical and chemical parameters of the relevant waste areas. b) establish the most suitable methods for abating the identified problems so that the areas could be reclaimed for redevelopment. c) prepare a specification, vis a vis methods and precautions, for the execution of the selected treatment measures.”
“a) establish the principal physical and chemical parameters of the relevant waste areas. b) establish the most suitable methods for abating the identified problems so that the areas could be reclaimed for redevelopment. c) prepare a specification, vis a vis methods and precautions, for the execution of the selected treatment measures.”
“Other Features Various areas outside of those explicitly described in our brief warrant closer investigation before reclamation works proceed. Many of these areas were listed earlier [see B above]. In addition, the following are pertinent: (i) a number of large water bodies have been formed in excavations which appear to be contaminated by leaching or surface water run-off, (ii) tarry wastes were noted at the southern edge of the waste disposal area (adjacent the asbestos tipping area), (iii) tarry wastes are emanating from the (hard core) tip face at the south-eastern corner of the Deene Quarry area.”
“The water bodies on the site fall into the following four categories: (i) those not requiring treatment prior to discharge to sewer, viz. TWP Nos. 1,2*,3,4 and-Candy Filter Pond South *to be mixed with other water prior to discharge (ii) those requiring some treatment prior to discharge to sewer, viz. TWP Nos. 5 and 6, Candy Filter Pond North and Oil Pond; (iii) those requiring treatment or control (vis a vis migration) but which would remain in place viz. Valley of Drums and surrounds; (iv) those requiring no treatment and which could be left in place, viz. TWP No. 7.”
“It is not possible to displace the pond water by careful backfilling since, even with reasonably large graded rock, the amount of water to be displaced (assuming no more than a 1m. rise in the area's ground water level) would amount to about 40,000 cu.m. This volume would in turn need some 270,000 sq.m.(27 ha) of surrounding area for its absorption if a 15% void ratio was assumed in the 1m. above the existing water table. Considering other permutations of a) permissible rise in water level and b) permeability value of surrounding ground, would not remove the fundamental problem, namely that this very large body of polluted water would undoubtedly migrate through the surrounding ground with possible long term consequences for local groundwater quality. In effect, therefore, it is most likely that the only practical solution is to limit and contain the already affected water.”
“5.4.1. Introduction The general nature of the sludges is such that they would probably all be classified as 'Special' under the terms of the Control of Pollution (Special Waste) Regulations, 1980. As with all controlled wastes, if removed, they would have to be disposed of to a site licensed to receive them. The practical options for dealing with the sludges are: (i) dispose of all materials to a suitably licensed site; (ii) create a suitable facility on site for their disposal; (iii) a combination of (i) and (ii). It is not considered prudent to leave any sludges in deep ponds which would be many metres beneath any future development. Although it might be argued that, with a carefully selected backfill material, the sludge would not rise greatly (e.g. 150mm of sludge could rise to about 1 metre with a material with 17% voids) any oils for example could be raised subsequently by groundwater contained by the pond. This situation could have undesirable effects although some provision could be made to prevent it happening, e.g. by introducing low permeability layers in the backfill. Overall, for the quantities that might be left in place, the savings would be very small, if any. Thus, total removal is the most sensible option. 5.4.3 . Create an on-site facility Creating a suitable on-site facility for the sludges has many environmental attractions that need not be in conflict with the ultimate development of the site , e.g. the waste disposal area used by BSC, which include asbestos and other special wastes, is to remain and be suitably reclaimed. Adding a further, suitably designed facility in a suitable location can be considered at least acceptable, though not desirable.”
“Deene Quarry Pond - Drum Extraction This operation has been continuing for the past six weeks and appears to be coming to an end, casual conversation with Contractors operatives indicate drum breakage during extraction. Drum contents have been dropped in the pond and residues have been spilled in the adjoining area of Calcium Sulphate backfill. It is also thought that the Northants Waste Disposal Authorities may have observed the operation and results. Consideration of the following may be required:- 1. Will the pond require further analysis to determine whether its chemical content has radically changed? 2. Do spilled residues constitute an area of special waste? 3. Has the operation been carried out in accordance with Occupational Safety Standards?”
“Reclamation Proposal: Fill 'Drum Pond' and area to the east with 'Inert' material from elsewhere on site. Issue: Potential impact of displacing some 50,000m3 of highly contaminated water causing it, through having a greater hydrostatic head, to enter the underlying aquifer at an unacceptable rate. Objective: Design monitoring system for a pilot backfilling test a) to determine the probable rate of extra over influx into the aquifer and b) to measure some of the physical and chemical characteristics of the underlying aquifer.”
“2.1. General Description of Water and Ground Conditions The valley to the east of the Drum Pond has been filled with miscellaneous wastes, including sludges, asbestos, oils, scrap metal, building materials, and some degradable materials. To the west, the gulley has been filled mainly with soda slags, refractory spoil and flue dusts. These wastes generally appear to be highly permeable. The 'waste' to the south of the gulley consists of the overburden from the mined area. This latter material appears from preliminary borehole work adjacent the pond, to be of low permeability. The area immediately to the north of the gulley is virgin ground and, if the general pattern of geological features applies, the ironstone is overlain by Lower Estuarine Series, Lincolnshire Limestone and Boulder Clay. During mining, water was pumped from the ironstone aquifer at the eastern end of the quarry. After cessation of pumping the water in the gulley has returned to a level slightly higher than the original pre-pumping level. The sources of water in the gulley are likely to be the underlying ironstone (confined) aquifer, the adjacent limestone (local) aquifer, and surface water. The existing water along the gulley is, based on data acquired to date, extensively contaminated, e.g. it is highly alkaline, and high in sodium and in sulphate in particular. The AWA have already detected the high sodium and sulphate concentrations in waters external to the site. 2.2. Hypothesis to be Tested I t is our view that the existing water level in the pond is a manifestation of the ground water along the full length of the gulley that was left after completion of BSC's ironstone mining. That mining operation, according to BSC, extended to a depth generally corresponding to half way into the Ironstone aquifer. This aquifer was fissured by blasting operations and this greatly facilitated surface water control. We consider that the effects of backfilling the pond will primarily result in a lateral displacement along the gulley, at a rate corresponding to the permeability of the ground mass. This permeability is considered to be very much higher than that of the adjacent or underlying ground. Therefore, the water level along the valley is likely to rise generally corresponding to the water displacement in the pond. As the hydrostatic head rises there will, by definition, be a greater net downward movement of contaminated water into the aquifer. If this hydrostatic head is built up in a relatively short time scale, then the volume of contaminated plume entering the aquifer might be undesirably high. At worst, an 'extra' 50,000cu.m. of contaminated water will have entered the aquifer, possibly at a greatly accelerated rate due to the increased hydrostatic head. By carefully controlling the rate and location of backfilling, the water table in the valley could be allowed to rise in the region of 3 metres without creating any long-term engineering problems, i.e. the ultimate finished ground level could be some 4m higher than the pond water level. Currently, the amount of contaminated water entering the aquifer could be a simple function of the net water volume entering the gulley, mainly through surface water ingress. If this is so, the net surface water volume, based on 85% of 635-765mm rainfall per annum, is 0.85 x 0.7m x catchment area. This area is likely to be at least 1600m (i.e. length of gulley) X 50m (width of gulley at top). Thus, some 0.85 x 0.7 x 1600 x 50 = 47,600 cu.m., may be entering the underlying aquifer annually. Thus, at worst, the displacement of the pond water in one year could double the contamination loading during that period.”
“1. Could you please let Peter Hussey have as soon as possible plans of the fencing around the toxic ponds and a plan of the haul route which you have specified from the Erostin site to the Deenc Quarry. 2. Please also let Peter Hussey know whereabouts in the Deene Quarry you intend that Wards should tip, so that he can ensure no conflict with the positions of the monitoring system for the Drum Ponds”
“Deene Quarry, North Bank, Corby I understand that your Council wish to commence filling the above quarry area which is on Corporation land occupied by your Council under Licence by Agreement dated20th March 1985 . As you are no doubt aware the quarry is partially flooded, the water level being recorded on the 31st October I985 at a level of 96.86 metres above ordnance datum. Your Council have agreed under Clause 4-(d) (ii) of the Agreement, not to impede or hamper our adjoining recovery operation and I am obviously concerned that any tipping into the quarry will cause water displacement into our workings. In an attempt to prevent this from occurring I suggest that your tipping operation commences at the western end of the quarry with the tipping along the whole of the width of the same, initially with a clay like material in order to attempt to seal this particular section. It will be necessary to build up a bank at this point to prevent the water from surcharging over into our working areas. Your vehicular access to this point should be along the line approximately marked in brown on the enclosed plan and I would suggest that once tipped vehicles then proceed along the green route before returning to your clearance area. This will ensure that your vehicles will cause minimum disturbance to our working areas. In the event that the above does not successfully contain the water and our workings are flooded then I shall have no alternative but to insist that your tipping operations cease until such time as a satisfactory method of containing or dispersing the water is evolved…”
“Summary This report details the progress made, as at17th January 1986 , in the preparation of recommendations for an integrated approach to the reclamation of the Deene Quarry. The outline design is now completed and the preparation of appropriate contract documentation for the discharge of water from the toxic ponds to foul sewer is well advanced. The problems experienced in analysing the cyanide/thiocyanate content of these waters have been resolved and a draft application for a trade effluent consent has been made to the Anglian Water Authority. Oil reclamation companies have already commenced removal of the bulk of the oils on two of the water bodies. An assessment of the potential odour problems associated with the exposure and removal of sludges from the toxic waste ponds has been completed, with the conclusion that the potential odour problems can be overcome if the works are carried out in a strictly controlled fashion. Modest delays could result from unfavourable wind directions. Discussions are still proceeding with a number of waste disposal/ treatment companies regarding the sludge deposits in the ponds. Recommendations and costings will be made when the most appropriate economic and environmental strategy has been identified. Preparations for the monitoring programme associated with the pilot back-filling exercise in the Valley of the Drums are now complete. The back-filling operations are scheduled to commence at the end of January.”
“The large volumes of settled sludges underlying the water and oil in the Toxic Waste Ponds, Oil Pond and Candy Filter Ponds pose considerable problems to the design of a successful reclamation programme. The sludges are very odorous, have relatively high moisture contents and a substantial organic fraction, except for Toxic Pond 1 which is largely calcium sulphate containing large quantities of ammonia. A range of options exist for dealing with these materials which may be applied either singly or in combination: High level incineration Reclamation of oil content Biological treatment Solidification/polymerisation Landfill (on or off site) In our early discussions with the Water Authority we gauged their reactions to the creation of an on-site landfill facility. It was clear that such an option would meet with resistance, i.e. AWA feel that there are enough potential problems on the site already.”
“Since recently acquiring the site from the Corporation, the Council has commenced its programme for the restoration of the former quarry and the infilling of the various voids is the first stage of the reclamation proposals. Upon completion of the various tipping operations, the site will be covered by a capping material, top soiled, cultivated and seeded, together with the erection of protective fencing and the installation of site drainage. The site will ultimately be restored to an agricultural/ forestry/amenity afteruse. The removal of the various toxic lagoons will be undertaken under a separate scheme, however, in the meantime protective fencing has been erected to some six lagoons and the other lagoons will be made safe as soon as possible. It is envisaged that the restoration proposals will take approximately three years to complete. The site licence is to cover the whole of the site because materials will be deposited in various locations, dependent upon the time of year and site conditions, however, the prime objective is to infill the "drum pond" as quickly as possible. The material used for infilling voids etc. is from the former steelworks complex and is mainly reinforced concrete foundations, brickwork, slag and general excavated materials which is uprising from the various reclamation schemes. The material will be transported to the tip in on-site dump trucks utilising existing internal haul roads. Material on the tip will be spread into position by a CAT D8 or D6 Dozer. The partial restoration of Deene Quarry is therefore a by-product of the reclamation works in the former steelworks site.”
“Our contractor has reported that water from the Deene Quarry is now entering the area from which they are recovering materials. This inundation is due to a rise in the water level from 96.86 metres as originally reported to 98.39 metres, giving a rise of 1.53 metres. We are very concerned about the water displacement that has taken place as this is adding substantially to the cost of recovery as the material has to be raised above water level and allowed to drain before being marketed. You stated that your Consultant, W S Atkins, was monitoring the situation and what has happened is now impeding our operations, which is contrary to Clause 4(d) (ii). Would you please arrange to cease depositing tip material into the water filled quarry forthwith. In your letter dated 20th January I986, your Council undertook to construct a bank along the western end; this work has not been carried out. You stated that your Council would limit the deposit of demolition material in the quarry to the equivalent that the BSC had been depositing and there is no doubt that this is being exceeded by a vast amount. In our opinion your Council is in breach of the covenants they entered into and we shall be pleased to receive your assurance that no further action will be taken which will be detrimental to the Corporation's interest.”
“This visit was to assess the current situation with the Valley of the Drums. This former tipping area has been taken over by Corby DC with a view to its eventual reinstatement. Consultants have been examining the degree of contamination on the site and a number of boreholes have been drilled to allow sampling of the ground water. This was being carried out by Mr Downey when we arrived on site. He is a chemist and regularly checks the boreholes for migration. They are especially interested in cyanide and thiocyanate. In an attempt to discover any migration route from the main pond several thousand tonnes of inert waste was tipped into the pond to raise the water level and increase the head. There is still some tipping of contaminated spoil from local building projects e.g. ASDA, going on in the area and a firm is working over the rubble heaps for hardcore. The pond still has about a hundred drums floating on the surface together with an amount of oily flotsam. Material is still leaking into the pond probably from corroding full drums on the bottom as an oil smear was being formed on one area of the surface. At one end of the pond I found a torn bag containing asbestos on the surface of the site. The removal of the floating drums would appear to be the easy start of clearing this large area of polluted land.”
“It is considered that the sludges in the Toxic Waste, and other Ponds within the Deene Quarry cannot be left in-situ owing to their unacceptable chemical and physical natures. The sludges vary considerably in chemical composition but the major common factor is their coal tar and general oil content, apart from one pond (TWPl) which has a very high ammoniacal content. The aggregate volume of sludges has been estimated at around 15,000m³ and four different strategies have been examined for their effective disposal, (Also included in the review was a provisional estimate of 1,000 m³ of cyanide rich and organic wastes near the Toxic Waste and Oil Ponds.). The four options to be considered seriously have been a) off- site landfill, b) a chemical fixation process (GFS), c) a lime stabilisation process (OCR) and d) on-site landfill using a combination of the above techniques. Biological treatment and incineration were also considered initially. A further factor included in the assessment has been the need to improve the effectiveness of the ground cover to the disposed Glebe wastes, i.e., the area south east of the Candy Filter Ponds.”
“Toxic Waste Pond No. 1 2.9 This pond acted as a holding reservoir for limed coke oven liquor. The suspicion that the sludges comprised tar contaminated lime sludge was confirmed by chemical analyses which showed the bulk phase of the material to be hydrated lime with a minor calcium sulphate component. As would be expected, this material is highly alkaline (pH 8.3 - 11.4) and contains large quantities of ammonia (NH4'''-N approx. 5,000 ppm). The sulphate content is explained by the reported disposal of waste sulphuric acid to this pond. The sludge has a stiff consistency and could present an occupational hygiene problem during excavation due to the elevated ammonia content. (This can be overcome by ensuring that the excavator driver is suitably equipped with breathing apparatus and, as far as possible, he works upwind). Toxic Waste Pond Nos. 2 to 6 2.10 Although heterogeneous in nature, the sludges in Pond Nos. 2 to 6 can in general be considered as quite similar, due to the presence of mobile tarry deposits arising from coal carbonisation. The 'coal tar' parameter evaluated in the laboratory is semi-quantitative and should be considered in conjunction with visual and olfactory evidence obtained in the field. The highly elevated toluene extractable figures are indicative of extensive hydrocarbon contamination broadly associated with a range of mineral oils, but also encompassing a range of aromatics and certain vegetable oils used by BSC… 2.11 Heavy metal concentrations (zinc in particular) are highly elevated in many of the sludges. These concentrations are of concern as potential water pollutants if inappropriately disposed of, and have wide ranging microbial toxicity. Candy Filter Ponds 2.12 The sludges in the two Candy Filter Ponds essentially comprise millscale contaminated with mineral oils, which are slowly being released into the overlying water body. The result is an oil in water emulsion known as 'chocolate mousse'. The mineral oil content is confirmed by the very elevated toluene extractable value of the sludge. Area Adjacent to the Oil Pond 2.13 The recent trial pit investigation near the Oil Pond revealed odorous wastes with a significant organic content, and also surface deposits of spent oxide wastes with elevated cyanide levels. In one case a very elevated toluene extractable measurement associated with elemental sulphur in the gas cleaning waste was noted. Area to the South and East of Candy Filter Ponds 2.14 The extensive waste deposits to the south east of the two Candy Filter Ponds originate from the demolition of the Glebe coke oven battery, and these are grossly contaminated with tarry materials. Large metallic structures, together with concrete and bricks, are disseminated throughout the waste mass.”
“4.1 Organic wastes have been deposited in a number of areas within or near to the Deene Gulley. In developing a recommendation for the removal of one such group of wastes (i.e. the Toxic Waste Ponds et al). It is appropriate to review the situation that prevails, or would prevail, at the other waste deposit locations. 4.2 In addition to the more formalised disposal into the Toxic Waste Ponds, Candy Filter Ponds and Oil Pond, extensive wastes have been deposited in the eastern end of the Deene Gulley. Organic slurry and spent oxide waste deposits have also been found to the west of the Oil Pond in an area which former site maps show as a lagoon. Further deposits of organic wastes lie to the south east of the Candy Filter Ponds, where the excavated ground mass from the Glebe Coking Plant has been placed. This material has been shown by recently excavated trial pits to include large amounts of coal tar, together with inert solid and metal wastes.” 499. The Reclamation Proposals were: “Introduction 4.9 The recommended strategy essentially involves the disposal of all sludges on-site in a suitably prepared facility. The strategy takes account of the need, on the one hand, to remove sludges from the various ponds and, on the other, to enhance the ground cover (vis-à-vis permeability) in the area of the Glebe Coking Plant wastes. Principal Features 4.10. The proposals consist of the following principal elements: i) Construction of low permeability lining to (cleared) Candy Filter Ponds North (CFPN). ii) Treatment of sludges from TWP2 by GFS process using TWPl sludge (part of) as a filler. iii) Co-disposal of sludges from TWP's 3, 4 and 5 with GFS treated sludges in an integrated manner, together with cyanide rich (i.e. spent oxide) and other wastes near the Oil Pond. iv) Covering redeposited sludges with suitable low permeability cover system.” v) Treatment of sludges from Candy Filter Ponds by DCR process and land farm over 'Glebe' waste area.”
“a) Transfer of contaminated water from Candy Filter Pond South to Candy Filter Pond North. b) Collection of floating oily waste material from Toxic Waste Pond No.5 and transfer to Candy Filter Pond South. c) Transfer of contaminated water from Toxic Waste Pond Nos. 1, 2, 3, 4 and 5 intoToxic Waste Pond Nos. 6 and 7.”
“Further to our telephone conversation on Tuesday,24th March 1987 , regarding the potential problems which may result as a consequence of continued backfilling in the drum pond, I visited the site on the following day. Having observed the prevailing conditions our level of concern is now such that we feel some immediate action has become necessary. Current Situation As I described to you on Tuesday, approximately a further 15-20,000m3 of spoil has now been deposited working from the bund created last year and pushing forward a working face into the drum pond. I would estimate that greater than 50% of the deposited material lies below the water level and that the surface area of the remaining pond is in the region of 4/5 of the original. Following our monitoring programme during the pilot backfilling exercise at the beginning of 1986 we reported to you that, although we believed no critical contamination of the underlying aquifer would result, the physical consequences of an increase in water level would make further backfilling in this area inadvisable. As predicted, the recent backfilling activities have caused a considerable increase in water level in the drum pond (AOD now greater than 100.0m compared to 97.0m towards the end of 1985), and additionally, a new pond has formed to the west of the 'retaining' bund, due to the intimate hydraulic continuity through the soda slag which underlies the bund. Our concern rests on the following two points: i) The level of contaminated water in this region is now higher than the bed of the adjacent Gretton Brook. We are therefore relying on the integrity of the intervening ground mass to act as a suitable barrier. An uncontrolled, indirect discharge to the Gretton Brook would be in direct contravention of the Control of Pollution Act. ii) Although alkaline, stratification in the original drum pond confined the greatest alkalinity to the deepest regions. The water which has been forced through the soda slag to form the new pond is uniformly highly alkaline (approx. pH 12) and therefore very caustic. Although the hazard to anyone becoming immersed in such water has existed for some time, the new pond is clearly visible from the road and more caustic. In addition, the banks adjacent to the new pond (on the Gretton Brook Road) are unstable and there is open access to anyone passing. In essence, a similar hazard exists but the risk of an incident occurring has been heightened. Recommendations In the light of the above factors, we make the following recommendations: Current Situation critical contamination of the underlying aquifer would result, the physical Our concern rests on the following two points: Recommendations In the light of the above factors, we make the following recommendations: a) immediate cessation of tipping activity. b) improvement of site security along the relevant part of the northern perimeter of the site, i.e. improved fencing. c) posting of suitable warning signs…”
“TOXIC PONDS 3 & 4 SLUDGE REMOVAL Further to the telephone conversation between Mr Ward and my Assistant Mr Palmer, I would confirm that the sludges to be removed from the above ponds will be transported within the site to the new tipping area. The sludges will then be capped with a minimum of 1m of clean cohesive material.”
“…considerable difficulty was encountered in handling, depositing and grading the sludges, and it was found necessary to mix the excavated sludges with dry material arising from another earth moving contract in the vicinity. In addition, the volumes excavated were many times greater than had been anticipated from available data.”
“The general nature of the sludges is such that they are classified as 'Special' under the terms of theControl of Pollution (Special Waste) Regulations 1980 .”
“I must re-iterate my extreme concern at the way the situation has developed regarding unauthorised and uncontrolled tipping by Noone and McGowan. Whilst verbal agreements may be justified for small quantities of material, the volume involved at Deene Quarry clearly warranted detailed written instructions and drawings and subsequent periodic inspections to ensure they are being complied with. We have also been left vulnerable to criticism from auditors for not monitoring and recording the quantities involved. Have we been paying Noones to cart away from Willow Brook Balancing Lake at market rates while not charging them for tipping in Deene Quarry? Have they tipped material from other private jobs at no charge? Is this material contaminated? Obviously I require you to pursue remedial action by Noones to ensure the area is restored in a satisfactory manner and all contaminated material either removed or safely buried. With regard to future procedure, I consider it necessary to have weekly inspections by a member of your staff of all reclamation sites still in our ownership. These inspections should check site security/fencing and also whether unauthorised tipping has occurred. If it has, we should take immediate action. For any future tipping on our land it should follow a specification plans, and some method of measuring quantities should be devised. Do we need a gateman at Deene Quarry?”
“Tipping in the Deene Quarry I refer to our meeting on 24 January when we inspected part of the Deene Quarry together. We agreed that the tipping which has taken place is very unsatisfactory in the way it has been left, and also that there has been some unauthorised tipping by your Company. I understand that you had intended in any event to tidy up some of the areas, however the tipped material is holding water and need immediate action. I therefore require you at your own expense to carry out the following works to remedy the situation; please refer to the attached drawing. 1) Immediately cease tipping in the Deene Quarry 2) Area A - material to be graded within the curtilage of the reinforced concrete area to levels to the satisfaction of the Engineer such that the material sheds water and can begin to harden. All materials outside the reinforced concrete area to be pulled back within that area or disposed of in the existing void at B as directed by the Engineer. (3) Area C- slurry arising from Willowbrook Lake scheme which has been tipped in an unauthorised manner. I will write to you again about the treatment needed in this area. (4) Carry out remedial works to the haul road shown in red on the drawing to restore it to a similar condition to that which existed prior to your haulage operations. Remove heaps of material created at the sides of the haul road by your grading work. 5) Remove heaps of lake slurry tipped short of their destination by drivers in a hurry to get home. This material should not in any event have been taken to the Deene Quarry. 6) Draw back material piled against the bases of chain link and palisade fences; the materials is [sic] likely to corrode the fences. Mr B Downey will supervise your work on the site and will be pleased to point out to you the areas mentioned in this letter.”
“Thank you for your memo of 25 January. First of all may I apologise for the Team's lack of proper control over the tipping operations carried out by Noone & McGowan in the Deene Quarry. I have written to Noones (copy letter enclosed) requiring them to take remedial action at their own expense; this will start on 27 January. An estimate will be made of the volumes of material tipped without permission, and either a tipping charge levied or the Contractor required to remove such material to his own tip. Benson Downey has already been briefed about regular inspections and will start straight away. Regarding security to the Deene Quarry, I have today been advised by BSC that Bennie's slag recovery is complete; this means that we can keep the main gate to the area locked. This measure, together with Benson's 'patrols', should improve things a lot in future, as you suggest, proper tipping conditions will be imposed in writing.”
“Following our discussions of9th February 1989 , as promised, I detail below the action which I recommend should be implemented in order to achieve the ultimate objective of the reclamation and restoration of the Deene Quarry, and to clear up the problems caused by the illegal tipping of slurry etc. on the site. Progressive restoration of the Deene Quarry has been achieved by the planned tipping over many years of excavated material from the main reclamation site into the various voids in the quarry. Substantial areas of the site were ready for the final treatment and the spreading of top soil prior to cultivation and seeding. However, this may not now be undertaken until such time as the considerable deposits of slurry have been removed. It is estimated that some 60,000 to 70,000 cubic metres of material have been deposited on the site without prior consent, and the majority of the slurry being in the incorrect location. Substantial areas of the quarry are now sterilized for a long period until such time as the site conditions improve and permit the repositioning exercise. Recommendations 1. That the slurry deposits placed in the incorrect locations be transported and placed in the void to be determined by the CDC representative, i.e. Excess material in the Valley of the Drums Area and all the material tipped on TWW's area parallel with Gretton Brook Road. This operation should be undertaken at the contractor's cost. 2, The contractor to be charged a tipping fee of 70,000 cubic metres at 70p -£49,000 for depositing the material in the Deene Quarry. This is in the form of a rate reduction to Noone's Willowbrook Contract. The Council may also consider a further rate reduction by the contractor using internal dump trucks instead of licenced road transport which he would have had to use on the Willowbrook Contract… 5. A feasibility study be undertaken to ascertain the potential of the Deene Quarry Site as both an inert tip and domestic refuse tip. Amendments to the site licence are also to be investigated with the Northamptonshire County Council. 6. The use of the Quarry as a tip will ensure that the deposits of slurry remaining on the site become buried, thus minimising the potential liability to Noones. This will also ensure the covering of the slurry with a minimum of 1 metre covering prior to top soiling and, in addition, generate a tipping royalty to the Corby District Council…”
“A) Following our internal investigation it would appear from our records that a quantity of between 5,000 cum and 8,000 cum of excavated material arising from the Willowbrook Balancing Lakes Contract has been tipped over and above the quantity required to stabilise the Toxic Ponds Slurries and cover the reinforced concrete blocks. We apologise unreservedly for this action although we would like to point out that this was not a deliberate act but one brought about by a failure of communication within our Company… B) With regard to the grading of the filled area, as you are aware, the nature of the reinforced concrete already in this location, the consistency of the slurry mixture from the toxic ponds and the prevailing weather conditions at the time all contributed to making it impossible to level and grade the fill to the required levels. This operation was therefore held in abeyance until such time as weather conditions permitted. Following the recent dry spell we have commenced work on this regrading and again, we would anticipate completion by the 21st May. C) The remedial works referred to in paragraphs 4 to 6 of your letter have been substantially completed, however we would respectfully point out that the loads of material tipped short of their destination were tipped in order to facilitate tyre repairs on the vehicles which could not have been carried out in their fully laden condition. We accept however that this material should have been immediately removed…”
“A final decision on the requirements for remedial measures can only be made in the light of the further analytical information outlined above. However, depending on these data, particularly the available fractions of zinc and boron, it is possible that reclamation could be limited to the application of a suitable depth of topsoil ie. additional cover or barrier layers may not be required. Benson mentioned the possibility of windblow of contaminated dust onto neighbouring farmland. The application of topsoil and grassing of the site should reduce any windblow of contaminants to an insignificant level. It is possible that use of the site for motorcross during dry weather could cause release of relatively small quantities of contaminated dusts but I would not expect these to pose any real hazard either to site users or neighbouring properties.”
“3.2 Deene Quarry - recent events have highlighted that an overall plan and firm control are required for tipping in Deene Quarry. As ownership is due to pass into CDC hands shortly a tipping scheme can be designed, planning permission obtained etc, in readiness. RI to design the scheme and liaise RCI with D Jones as necessary. Once an accurate picture of the current status of the site is available, consideration can be given to future land use, etc.”
“Fencing is required for entrances into Deene Quarry in accordance with BSC letter about covenants. KRW wants to do a comprehensive report of the whole of the Deene Quarry, and asked RCI to extend Derek Jones commission to cover an area to be agreed by RCI and PJH”
“A feasibility study is on going by Ove Arup and Partners of the construction of a power station on land which includes Toxic Ponds 1 and 2. The client would not be prepared to allow the wastes in these ponds to remain on the proposed site, and they must be excavated and disposed; Corby District Council are considering allowing these wastes to be contained in the facility to be identified in this document.”
“The total reclamation and restoration of the former Deene Quarry Site may be achieved by undertaking a comprehensive reclamation scheme over the site. The tipping void will be restored by the careful planned deposition of waste materials over a number of years, to designed contours, to complete the restoration of the site. Progressive restoration may also be achieved. The reclamation works undertaken in the correct manner will ensure that all chemical contamination problems which exist on the surface at the present time are eliminated. An engineered disposal facility to accommodate chemically contaminated material from the Toxic Ponds will ensure that the ponds area is reclaimed and at an acceptable cost to justify Derelict Land Grant funding. Apart from the removal of a major area of derelict land in an area bordering on high landscape values the reclamation of the site will provide valuable recreational and amenity facilities for the Corby area apart from the substantial revenue which may be generated from tipping on the site.”
“The most critical factor in our view concerns the disposal of the highly organic wastes from Toxic Waste Pond No 5; the landfilling of such wastes is generally not favoured by DOE, notwithstanding the fact that they are currently 'landfilled' on this site. Also their physical nature could present significant practical difficulties. Thus, in our earlier assessments considerable attention was given to pre-treatment options. The views of the NRA and the waste disposal authority are crucial, notwithstanding the implications of any special status that the former steelworks site might have viz a viz planning matters. Also of fundamental importance is the Council's proposed use for areas of the Deene Quarry hinterland where wastes might be placed. It is critical that the solution to one issue does not compromise real development options in the future.”
“FILLING IN DEENE AREA With reference to the agreement to deposit fill material in the Deene area, it is noted that despite many verbal requests, the condition of Phoenix Parkway has not been improved and has an unacceptable amount of mud on it. Please take immediate action to clean the road, and to keep it clean. If the condition of the road deteriorates again then the Council will arrange to clean the road and re-charge this to yourselves.”
“The work involves the scrub clearance, general earthworks, excavation and spreading of overburden, etc. and site grading.”
“1-33 DUST NUISANCE - The Contractor must allow in pricing the work for providing and maintaining water sprays whenever necessary for spraying the haul roads etc. to prevent dust rising which would create a nuisance to adjoining property owners.”
“Re: Toxic Ponds Area - Gretton Brook Road/Phoenix Parkway As you will be aware the proposed Corby Power Station is to be constructed on part of the land known as the Toxic Ponds. This project will require the excavation of contaminated sludges and subsoil from the area to be purchased and the transfer of that material to a properly engineered tip facility adjoining the Candy Filter Pond area in Deene Quarry. Many aspects of this reclamation scheme fall outside of the systems which Corby District Council have operated in the past. 1. The scheme is not to be funded by the District Council from the Derelict Land Grant budget for this or subsequent years, Corby Power will pay all fees and contractors costs associated with the project. 2. A consultant will be appointed to represent the District Council's interests in the following matters so that no further claim can be made against the District Council:- a) The review of all existing data and technical reports on the toxic pond and Candy Filter Pond areas and the assessment of any further works necessary to provide the information required. b) The detailed design of the properly engineered tip facility and the methodology of dealing with the excavation material at source, the transportation and disposal of the material within the tipping area. The tip itself must achieve the following:- i) Contain and retain, now and in the future, all materials arising from the reclamation of the toxic ponds area so as to prevent any escape into the environment. ii) Installation of all necessary engineering works to exclude any ground or surface water that might carry contaminants from the tip. iii) Construct all necessary engineering works to enable long term monitoring of the tip to be carried out economically and efficiently. iv) Be completed to a stage so as to allow landscaping/amenity use for pedestrians, horses and motorcycles. c) Gain written approval from the following authorities or authorised agents for all works outlined in (b) above. The tip itself must achieve the following:- 1. National Rivers Authority 2. Waste Management Authority and Northamptonshire County Council 3. Department of the Environment 4. East Northants District Council, if necessary for planning approval 5. BSC Plc or other interested parties 6. Liaise with Ove Arup to gain Corby Power agreement d) Prepare all documents for the tip facility to contain 120,000 cubic metres of material to a stage ready to go to tender by31st August 1990 . The consultant will be responsible for the design section of the scheme as outlined above. The works may be carried out by the main contractor for the power station site. The Consultant will supervise the works so as to represent the Council's interests leaving Ove Arup to represent the interests of Corby Power.”
“KRW [Mr Webster] said he would still like an overall master-plan for Deene Quarry, including constraints and accesses etc, to go to committee. Planning applications could then be submitted as necessary. Supervision - to control tipping etc - KRW said staffing issues to be considered at next meeting.”
“The proposed reclamation works can be summarised as : 1. The removal of oils to a licensed incinerator. 2. The disposal of polluted water to Anglian Water Limited's Corby Reclamation Works. 3. The excavation of approximately 100,000m. of contaminated ground to a prepared storage facility. 4. The backfilling and compaction of material in the void formed by removal of contaminants. 5. The importation of about 90,000m of fill material to make up site ground levels. Corby Power Limited intend to undertake the reclamation works contract starting in December 1990.”
“Immediately following the removal of oil and water, it is proposed to excavate a large swathe of ground around the lagoons. All of the excavated material will be transported, by suitable site haul plant, to a prepared storage facility. The design, supervision and maintenance of the storage point is the responsibility of Corby District Council and their Engineer Mr Rod Ibbotson… Approximately 100,000m³ of material will be removed to the storage facility.”
“The chemical investigation has been undertaken in accordance with the classification system proposed by Kelly (1980). The ground was found to be contaminated by a number of substances, with Ammonia, Cyanide, Phenol, Sulphate, Sulphide, Toluene Extractable Matter and Zinc levels being particularly high. (Note: Toluene Extractable Matter provides a measure of organic compounds, including mineral oils and Coal Tar Derivatives.)”
“…The proposals are basically as follows:- 1) The existing void to be enlarged to accommodate the increased volume of contaminated material required for disposal, i.e. l00,000 cubic metres plus bulking; 2). The design capacity of the void, is approximately 120,000 cubic. metres and this will allow for the addition of blending material, plus a capping layer upon completion of the tipping operation… 6) The first operation is to undertake the earthworks on the site to enlarge the existing void and produce side slopes of a gradient of 1 in 3, together with a slag access road around the perimeter of the void. A 300mm layer of sand is to be placed in the bottom of the void prior to the installation of the membrane, for protection purposes. The membrane to be installed to the base and sides of the facility with anchoring trenches around the perimeters of the void. An underfelt material to be placed between the membrane and the bank slopes for protection purposes. A further layer, 300mm thick, of sand to be placed in the bottom of the facility on top of the membrane to prevent damage when infilling takes place. The sides to be protected, also prior to infilling with tyres, etc. Upon completion of the infilling operation a -cover layer of fill materials to be placed over the contaminated tipped material to a minimum thickness of 1 metre. The membrane is then to be installed over the top and welded to the membrane located at the sides of the void. Cover material, minimum thickness 1 metre, is then to be placed over the membrane prior to further restoration on the site. 7) Gas venting tubes to be installed in the top of the membrane layer to vent any gases to the surface. These venting pipes will also enable the long term monitoring of the facility for any gas build up within the membrane. 8) The method of infilling the void is to import the contaminated material from the Toxic Ponds Area, place in the facility in layers and blend with suitable material from the Deene By Products Plant Area to ensure that the fill is more workable. The infilling operation is proposed to commence in December 1990 and take approximately 4 months to complete. 9) A. protective fence is to be erected around the tip facility. 10) The infilling operation to be monitored by representatives of the District Council.”
“The work involves the scrub clearance of the site, general earthworks to form void for future infilling and the importation and stockpiling of fill from adjoining site.”
“…The Contractor must allow in pricing the work for providing and maintaining water sprays whenever necessary for spraying the haul roads etc. to prevent dust rising which would create a nuisance to adjoining property owners” 534. The Bills of Quantities identified 31,000 m³ of the following material to be excavated: “Excavate in any material in bulk in open, including mass concrete, reinforced concrete, brickwork, grillage foundations, piles, slag and original ground (chemically contaminated) depth varying between 0m and 5m, load, cart away and deposit in stockpile in Deene Quarry”
“2. Types of Waste The types of waste accepted at the site shall consist of that described in the existing licence and contaminated material from the area of the Toxic Ponds and the Deene By Products Plant as defined by previously submitted analysis. Should waste entering the site appear to fall outside these permitted wastes it should be isolated and the Waste Disposal Authority informed. No free oil or aqueous waste shall be deposited at the site.”
“i. The pond was found to be contaminated with sludges containing a high proportion of organic material of which a large fraction was composed of hydrocarbons derived from industrial processes… ii. The concentrations of inorganic contaminants were found to be generally low and do not preclude the methods proposed for the treatment of the sludges. iii. The water perched above the sludges was found to be relatively uncontaminated and poses no significant treatment problem. iv. A number of treatment methods have been proposed for the sludge material which include bioremediation, vitrification and consolidation. From the present data available bioremediation appears to represent the most viable option.”
“I understand from Rod that infilling is to begin on about the 11th February; that you have been informed verbally that some 95 to 100,000 m³ of material are to be transferred; that ca. 10,000 m³ will be sludge and the remainder "contaminated soils". Separate dumper fleets will be used for each material and a wet cell will be built in the tip to receive the sludges. We shall attempt a degree of thickening on site with our stock piled Deene Works clays. I assume you have forwarded all the relevant information in the Council's possession. It appears, then, that you have no written statement of what the contaminated soils and sludges may contain. I cannot easily tell which of the analyses relate to sludge or soil; whether they are "U2"; or whether they are to be dug and transferred. Nor am I happy about trying to draw my own conclusions from a partial set of information when we are dealing with toxic waste, safety and health, Corby Power would not be allowed by the WDA to move one load of this material off site without full documentation, yet they propose to hand us ca. 200,000 tonnes with so little information.”
“Contaminated Tip Facility Following my site inspection of yesterday I observed contaminated material and slurry being deposited at various locations along the haul road from the dump trucks transporting the excavated material to the tip facility. I should be grateful if you could bring this matter to the attention of your contractor, Balfour Beatty, and ensure that the necessary precautions are being taken to prevent this happening again in the future. I would consider that action taken now prior to the commencement of moving the slurry deposits in pond 2 would ensure that there is no disruption to your earthmoving operation as a result of having to clear up the mess along the haul road. I propose to discuss with you on my next visit to Corby the necessary remedial measures required to clear up the contaminated ground along the haul road.”
“I am pleased to be able to inform you that the majority of the oil, and oil contaminated material in the "Oil Lagoon" has been excavated and the slurry material placed in the tip facility. The pond will be backfilled to prevent filling up with water and the whole area surrounding the lagoon will be excavated and placed in the facility at a later date. I have requested a price from Weldon Plant for undertaking this work and based on moving some 3,000 cubic metres of material and subsequently backfilling the void, the estimated cost is£7,500.00 .”
“As requested I sampled on 26.3.91 the windrows of clay-like material accumulating along the edge of the Corby Power haul road as a result of grader activity. The road surface was receiving a constant splattering of sludge and wet soil from the bodies of the trucks and from spillage slopping over the truck sides and tailgates. This was inevitably far worse on the incoming journey than on the return journey to the CP site (we have photos of the separate road surfaces going in and out of the tip). The windrows comprise a mixture of pre-existing slag and ironstone soil, contaminated by splashing, and of sludges bladed off the haul road. Representative samples from five separate, evenly spaced locations were analysed at NECL. Results are attached. All the samples are contaminated to levels unacceptable for landscaping etc. (i.e. For plant growth). The windrow materials should, therefore, be properly disposed of in the waste facility, or some other suitable burial site, prior to levelling the area for landscaping. Note the very high sulphate and high ammonia levels that are characteristic of the wastes from TWPl. There can be no doubt that the Corby Power site is the source of the contamination. We have retained samples for more detailed analysis, if required, to match the organic compounds with TWP 1 sludge samples…”
“This section has recently been made aware of an accident at the above site in which a dog followed a rabbit on to the site and "fell" into a "pond" of sump oil and other toxic chemicals. Its owner gained access to rescue it through damaged fencing around the site. I am concerned that children and other persons may gain access to the area and be exposed to a similar risk. Please advise as to the action taken to avoid any future risk as I am given to understand that this authority is responsible for the maintenance of boundary fences and the security of such "ponds".”
“DEENE QUARRY LANDFILL SITE At present there is unrestricted access for vehicles to Deene Quarry at the new Power Station end of the site. Recent developments here have meant that the original fencing and gates no longer afford any control of tipping. This situation may have contributed to the influx of waste consignments containing wood, plastics, bitumen, etc., recently taken onto site and tipped nearby, whether this is tipping by unauthorised people or not, the consent for tipping inert waste only is being ignored and also the indiscriminate disposal of tangled reinforced concrete may give restoration difficulties. The situation here contrasts sharply with the excellent restoration work achieved in other areas of Deene Quarry and perhaps you could view the area concerned and establish what needs to be done to correct any of the current licence infringements.”
“The unauthorised importation of material has been suspended until such time as the matter can be regularised. I am sorry that permission for this work was not sought in advance, this was unfortunately due to a misunderstanding of the situation between officers of this Council.”
“…there are [2] main access points to Deene Quarry. The gates off Gretton Brook Road should be kept locked at all times except when in use by the Council's contractors. I assume that the Engineers Section have keys and can control usage. However, in view of the Deene Raceway proposals to use the Gretton Brook Road entrance there is a danger of unauthorised access to the Deene Quarry area from this direction. This will need to be considered and appropriate measures implemented. With regard to the new road off Phoenix Parkway, Corby Power have now erected fences around their site and I am not aware that they have permission to use any of the Council's land for contractors compounds or storage purposes. Unauthorised access from this direction is difficult to control without proper fencing. Universal Salvage will be required to fence their particular site. In the meantime I suggest that the land is bunded with access restricted to one point itwriediately off the new access road with a set of gates provided.”
“The works comprise the removal of water and sludges from the ponds. Disposal of sludges to a tipping facility within the site, approximate length of one way haul is 1.4km from Toxic Ponds 5 & 6 and 0.4km from Candy Filter Ponds North and South. Disposal of water to the Corby Sewage Treatment Works by pumping to a gravity sewer. Filling voids with suitable material” 550. The Engineer for the job was to be Mr Cropley. Relevant parts of the Specification were: “112 Mud on the Highway The Contractor shall ensure that the highway in the vicinity of the Works and any other highways used by the Contractor's vehicles are kept clear of mud and other debris falling from vehicles connected with the Works or spreading on highways as a result of the Works in any way and shall comply with Northants County Council Byelaws in this respect. Corby District Council is agent for Northants County Council. Dust In the event of protection being required against dusts, eg, when cutting through concrete, or placing and compacting PFA, an ori-nasal respirator with replaceable filter and exhalation valve will be adequate protection. Vehicles 32. The Contractor shall take all reasonable precautions to prevent contamination of public roads by vehicles leaving the site. These shall include wheelwashing in the event of contact with toxic materials. These precautions are to be agreed with the Engineer.”
“AREAS IN DETAIL The ponds gave an oily, tarry odour. The fact that they have an odour indicates that they contain some volatile or semi-volatile compounds. The sludges are due to be removed and tipped in a previously prepared toxic dump away from these pits, and the water is supposedly fit to be discharged into the foul sewer. These disposal routes are outlined in the tender specification. The fly tipping around the toxic ponds appeared to contain waste organic materials, again giving organic odours. Some of these wastes are unidentified. The fly tipping in the central areas of the site appeared to consist of concrete, building wastes and sub-soils, but only on excavation could all of these materials be identified. Stockpiles of materials in the southern and south-western regions of the site appeared to consist of what would usually be described as inert materials, being comprised of excavated subsoils, clays, stone and other materials that for earthmoving purposes would normally be classed as 'muck'. The central and eastern areas of the site, in the ungraded and rough areas showed several signs that give cause for concern… • Some fibrous material was found in the surface material in. a fuel ash area (ref. TPC/1). Not being wood fibre board or fibreglass, this material was therefore considered to possibly be fibrous asbestos. Subsequent analysis has shown this to be the case… • Large amounts of exposed slag were present over the central areas. The slags were variable in their density and physical appearance. It was apparent that most of the exposed slag walls which faced the south were covered in white crystalline deposits. It was apparent that these slags were undergoing degradation due to leaching. Products in the slag are dissolved in either rain or groundwater and are deposited on the slag surface as the sun dries out the surface, evaporating the water and leaving the salts behind. This would appear to indicate that these slags are unstable. • The slags themselves appear fairly variable. The chemical composition of these slags is unknown. Slags from former metal production processes are known to sometimes contain high concentrations of metals and sulphides. • Leachate was running freely from one of the exposed faces in the central area. The composition of this leachate is currently unknown, as is the final destination of this leachate. • Several locations in the central area showed signs of oily contamination. Oils seepage and staining were visible, and surface scraping of these areas revealed oily sludges. The type(s) of oil was unknown, but odours were similar to those of quenching oils… Owing to what was found on the walkover on the site, seventeen samples were taken of a wide range of materials…”
“Secondly, it has recently been brought to my attention that there have been problems of mud on the road along Gretton Brook Road associated with activities at Deene Quarry. Whilst it is recognised that there are no conditions imposed upon planning permission 4M which can control this situation, it is felt that more could be done so as to prevent what is potentially a highway safety problem along this stretch of road. It was noted at a visit to the site on9th March 1995 that a temporary warning sign advising of mud on the road had been installed and I am writing to enquire if it is possible for additional measures to be employed on site to prevent mud being brought out onto the highway.”
“M.B [Mr Bosence] stated that during the excavation of the cell for the storage of soot/slag material a coal tar lagoon was found, subsequent testing indicated that the material was of very high carcinogenic properties. To compound problems the material was backfilled over reinforced concrete.”
"appreciable quantities each week despite lack of void space"
“Thank you for your letter dated 17th February updating me on various matters at Deene Quarry. We did of course discuss these at length at the Land Reclamation Co-ordination Group meeting on 20th February and I emphasised the need for a strict control regime at the tip, for the following reasons: (i) To ensure the Environment Agency is convinced that we are taking our responsibilities seriously, and are acting on their requests. (ii) H.M. Customs and Excise can be satisfied that we are ensuring compliance with Landfill Tax regulations, (iii) Corby Councillors can be reassured that we are not turning a blind eye to illegal tipping, or failing to collect money from contractors where it is due. You confirmed that everything would be in place to enable stricter control of the tip from 24th February. Please liaise direct with my Senior Engineering Technician, Mr. Bosence, on any detailed aspects of Noone and McGowan's activities. It would be desirable if the majority of the cover material they are required to bring in to Deene Quarry, under the Soothills contracts, arrives by the end of March. We can then commence, with the Environment Agency, the procedure for closing the tip and handing back the licence. One further point is that the local ward councillor is concerned about mud on the Gretton Brook Road and will be objecting to the current planning application for extending the period for the reclamation entrance on Gretton Brook Road. It is imperative that prior to the Planning Committee on 6th March that the mud on the road situation is tackled. Please ensure that the wheel wash is operational and Noone & McGowan's vehicles use it without exception. Should conditions require it, road sweepers should be used.”
“I attach a copy of the WAMITAB certificate presented to J. Buckland. As you are aware, the tipping operation recently supervised by J. Buckland was the placing of contaminated material excavated from the Soothills Site into a contained cell. I have examined the certificate issued to J. Buckland and it clearly states that it is for the managing of landfill operations of biodegradable waste. The Soothills waste is not biodegradable but is Category F Special Waste. It would appear that the tip supervisor does not hold the correct certificate to manage the filling operations on the behalf of Corby Borough Council. I also attach inspection reports regarding the above site No 09308, 09320, 09348, 10014, 10471 issued by the N.C.C. under theEnvironmental Protection Act 1990 . I would make the following observations that I would wish you to investigate. 1. Report No 09308. Why are Weldon Plant using Deene Quarry to tip Contaminated soil from the Eurofleet Site. 2. Report No 09320. N.C.C. tip inspector states that the Contaminated Cell has now been filled. The inspector further states that over filling must not [sic-now] be witnessed. It would appear from that statement that illegal activities took place. What was done to stop this by our independent site inspector employed by C.B.C.? 3. Report No 09348." The amount of imported material has now exceeded that necessary to restore Contaminated cell". Was the material contaminated, where did it come from, what additional provision were made to contain this material and prevent contamination to surrounding areas, has the location of this material been identified and recorded. 4. Report No 10471. The report clearly states that Weldon Plant are importing material from Geddington Road. What provisions were made to record the importation of this material, what system was setup to recharge Weldon Plant when carrying out works for a private client and using the C.B.C. Deene Quarry Tip. Has there been a financial loss to this Council in respect of losses in Tipping fees? As you can see there may have been a large scale uncontrolled tipping operation at the above site with a possible financial loss to this Council. What records have made by the tip inspector who was responsible for overseeing this operation?”
“There are no specific records of materials being deposited in Deene Quarry, except to say that substantial volumes of fill were being delivered to the site by various contractors, with apparent approval from CBC. This material was used for restoration purposes.”
“I informed the Chief Executive that I intended to advise the Council on the Current operation of a licenced tip at Deene Quarry. I have had an opportunity to consider the operation of this tip, the management of the facility and the generation of waste as an Authority and in particular waste and special waste at CBC engineering construction sites. I am concerned that a substantial number of irregularities are indicated in the documentation provided and I feel it necessary to draw to your attention the concerns I have regarding the proper operation of this facility. I was not aware of either the existence or the operation of a licensed waste disposal facility until 1992. Prior to this date the Engineering Project Team had its own Safety officer Mr. Benson Downey. I assume it was Benson Downey who was involved in the original application for a Licence and provided a working plan for the work of clearing the Corby Power site. I was made aware that the Corby Steelworks Deene Quarry tip was to be used for the clearance of the Toxic Ponds in 1992 and Contract 70 described the scope of the works as the removal of water and sludges to a specially designed tipping facility within the site. My understanding was that the Deene Quarry site work was to be overseen by a Consultant Engineer who would arrange to tidy up the existing toxic pond site, dispose of the special waste materials into a waste cell, cap and close and maintain the tip. This belief was confirmed when I received a letter from R.C. Ibbotson Consultant Engineer dated the24 November 1995 informing me that the capping of the infilled chemically contaminated site at Corby Steelworks Deene Quarry tip would begin on the27 November 1995 . The implication was clearly that the site was full and ready for capping. I was extremely concerned therefore to be informed on the12 March 1997 that A Licence C20 Deene Quarry was still in operation and that changes in the licence had been applied for and received. I understand that as well as the new materials under the licence being tipped, unauthorised waste outside of the terms of the licence, including special wastes had been placed in the tip with the knowledge and acceptance of employees of Corby Borough Council. I also understand that the site although in control of the CBC Agent Consulting Engineer was open and uncontrolled for a considerable period during which time it is alleged unspecified unauthorised tipping may have taken place. I was concerned to see that a proposal was made to the DODS [Director of Development Services] by the Consulting Engineer for more (special) waste to be placed on the Deene Quarry tip site as late as February 1997… As we may be unaware of the contaminants from the unauthorised tipping it is very important to advise any Contractor carrying out this work that known contaminants and unknown contaminants may be present… Known Contaminants on the site include: Solids Coal tars… Heavy metals Liquids Phenols… Toluene Mineral oils Gases Hydrogen Cyanide… Unknown Contaminants and the effects of cross contamination and mixtures of unknown chemicals may already be a serious problem… Records of waste appear to have only been kept over a very short period and those records indicate only inert waste being on site. Other information would indicate differently… The safety plan is not on site neither is a copy of the notification made by the Planning Supervisor to the HSE of the commencement of Construction works…”
“The Environment Agency therefore, accept that Ray Bird and Mark Bosence, with reference to their qualifications and prior experience… should be approved to act as the technically competent persons on a temporary basis for the sole purpose of completing the capping / restorations of the area of deposit of the Soothills waste. This work you have estimated will take 7 weeks to complete. I will require a date when works should be complete to be submitted in writing along with regular updates on the progress of the capping and works still to be done. This approval to continue the works does not in any way give approval for the use of the lime dust over the membrane which is currently subject to discussions between Mark Bosence and my colleague Adrian Lack. Once the works have been satisfactorily completed all works shall CEASE at the site with the exception of environmental monitoring and any other measures deemed necessary by the Environment Agency for the purpose of preventing pollution of the environment and harm to human health. I understand that the site entrance will be closed off after the specified works have been completed. No further deposit of waste or restoration work shall occur at the site until further notice pending the independent report on the site and agreement with the Environment Agency. The problem with the technical competent persons on the site will need to be addressed; If may be an option for the Environment Agency to consider a temporary suspension of the licence after the current works are complete.”
“The main problems appear to be the high alkalinity and presence of soluble salts such as Na²S04 plus generally high cadmium levels. TP5 is in a "hot spot" of metal enrichment and may include finer flue dusts from secondary precipitators. Variability of composition can be expected throughout the tips, though the major sub-division appears to be between the pale/grey-white dumps of limy material and the dark brown dumps of slag and flue dusts.”
“…Soot Banks - construction of the access road for the removal of the soot is underway. SL asked who will check the amount of material which will be taken. MP to check if pile has been surveyed and an estimate made on this basis.”
“M Palmer stated that CBC would appoint a Chemist to test material at the Soothills site to determine its suitability as fill material at Deene Quarry. This would be an ongoing operation for the duration of the contract…M Palmer suggested a joint meeting between CBC, the Chemist and N&M to discuss ongoing sampling methods and recording of data.”
“I looked around the site on 29 April with a view to formulating a strategy for advance sampling to obtain sufficient information to guide excavation and determine the most suitable tip (either the Deene Quarry, in the proposed new cell; or else in a contaminant site as requested by the WRA). Norwest Holst tested only a relatively small number of samples in the 1986 investigation and, I believe, tended to choose samples that were typical of different materials. The high metal results obtained from samples at TP 5 should not, therefore, be considered as applicable only to TP 5 and its vicinity, rather they should be considered as probably typical of the very fine grained variety of brown soot wherever it occurs. Walking around the heaps, now that they have been dug open and spread around, the amount of white efflorescence is startling. I am fairly sure that this is all sodium sulphate… The Soot Banks are now so spread out and so patchy that I think the best way of planning it out would be to spend two days trial pitting a.s.a.p. to try to obtain as many representative samples of different mounds/terraces/materials as possible…”
“…the removal of various miscellaneous deposits of waste materials from the site, the removal of all slag deposits, above and below formation level (wherever found), the removal of approximately 1M to 1½M of general overburden to the design of formation level. All materials excavated were either removed to tips on site in landscaped areas, or off site to Deene Quarry”
“5.0 HISTORICAL Records provided by the Engineer indicate that the ground conditions in the Deene site can be itemised under four basic headings. 1. Undisturbed ground. 2. Excavated ground which has been backfilled and consolidated as part of a cut and fill exercise. 3. Excavated ground which was originally backfilled by the dragline excavators, and then had 2 to 3 metres of material consolidated on top as part of the cut and fill exercise mentioned above. 4. Area of slurry pond and water courses. 5.1 The undisturbed ground consists of the southern area of the site, the approximate boundary being indicated on the site plan. In the mid 1950's, the level of this area was reduced…The maximum depth of material removed was of the order of 5 metres, 5.2 The material removed was consolidated into the trough left between the excavated quarry face, and the discarded spoil tips. 5.3 The remaining areas consisting of the tipped quarried material above the ironstone layer, was also levelled, and the ground level brought up to the 350.00 ft level by consolidating material from the cutting mentioned above, a consolidated thickness of some 2 to 3 metres being recorded. The ground was levelled with the intention of providing an area for the development of a complete new blast furnace, plant. The B.S.C. engineers therefore took particular care to ensure that consolidation was carried out to the best standards so as to reduce the degree of future settlement. The first phase of this development on the site took place during the late 1950's with the construction of the Deene Coke Ovens and the associated buildings, including the acid plant, gasholder and amentity building. 5.4 Prior to the levelling exercise referred above, the "hill and dale" pattern of the backfilled quarried material was used as an area for settling the slurries arising from the blast furnace area. These were not properly constructed ponds but simply the natural contours allowing the water to find its own level by providing a dam across the valleys at the eastern end… 7.1.4 Coke Ovens Heavily contaminated ground is associated with the prior use as coke ovens, at two positions. 7.2…It is considered that the sites of the coke oven plants where the made ground is heavily contaminated would be unsuitable for development in their present state and it is recommended that the contaminated ground should be removed prior to development. Provided the materials are replaced with good quality fill compacted in a controlled manner, then it will be possible to construct foundations directly on this material. It is also considered that the material contained within the settling lagoons will be unsuitable for any form of ground treatment and if these areas are to, be developed; then this material will also have to be removed and replaced. 7.4 Contaminated Materials Preliminary analysis of the contaminated material at the coke oven sites was carried out by the Research Division of British Steel- as an addendum. Additional tests were carried out on selected samples in order to assess the organic content of the material so that a decision could be made as to the need for more specific organic analyses. These tests showed organic contents ranging from 0.24% to 1.42%, suggesting that the conclusions reached by British Steel with regard to heavy metal contamination would also apply to organic pollutants. Nevertheless, there are likely to be specific areas where high concentrations of pollutants are present which would require special treatment when encountered.”
“The hill and dale formation was levelled in the mid 1950's with some additional material placed on top. Before this occurred, however, the north western part of the Willowbrook Industrial Estate was used as lagoons for settling slurries from the steelworks (shown on aerial photograph by Hunting Surveys, 1956 and on drawing supplied by Commission for the New Towns) the material apparently flooding parts of the hill and dale formation. The original investigation (LR: 4375 dated July, 1981) proved that these soft clay/silt slurry deposits are still present in the area under investigation… A chemical analysis was carried out by British Steel Corporation, Tubes Division, Corby, who concluded that the material is essentially a non-toxic inert flue dust consisting of a mixture of ore/sinter, coke, lime, limestone particles together with blast furnace volatilisation products such as zinc and lead.”
“2.05 He [Mr Hinvest of CNT]continued by saying that considerable chemical and bacteriological contamination had been revealed in the area, including raw sewage This was of particular concern as people had been swimming in the ponds. The consultants report recommended that these ponds be fenced off. 2.07 Mr. Hussey asked what proposals Mr. Ibbotson had included under the recently let contract for dealing with the ponds. 2.08 Mr. Ibbotson replied that they would be emptied. 2.09 Mr. Read asked whether anything of a toxic nature was found. 2.10 Mr. Hinvest replied that the compounds were hazardous to plant life and also to people if exposure was prolonged. Some of the concentrations were above the limits for industrial development, but until further tests were carried out the position could not be clarified. He stated that this applied both to buried sludge and to surface materials and that cyanide, lead and zinc compounds had been found. 2.11 He continued that when the Commission saw the report, they might decide not to develop the area at all.”
“Haiste International have been instructed to examine more closely the 25 acres of land alongside the link road and Doctor Bell of Liverpool University has also been appointed by the Commercial Surveyor to carry out soil testing on Willow Brook. Preliminary indications are the ground on the northern edge of the site and the fill alongside Steel Road is phyto-toxic and the surface lagoons are carcinogenic. As a result of these findings the fencing contract has been stopped and contractors working in the area have been warned of the findings - particularly the presence of hydrogen sulphide in excavations.”
“LOCATION The site of the buried lagoon is located to the north of the Deene Coke Ovens and bounded to the north by the "North Brook" and has an area of…32.61 Acres. The lagoon varies in depth between 0M to 9M and extends in an easterly direction onto the land which is in the ownership of the Commission for New Towns. The lagoon has been backfilled and buried to depths varying between OM and 3M. The site is generally level. HISTORY The site under consideration has been opencasted for the winning and working of ironstone by the British Steel Corporation in the mid 1990's. The method of operation was typical hill and dale workings with parallel cuts being excavated in an east west direction. The area was then used as a settling lagoon by pumping slurry from the blast furnace area into the various valleys of the old workings. The slurry material was subsequently buried by placing backfill material over the lagoon and this operation was carried out in the early 1950's. A limited amount of development has taken place in this area by the construction of the Deene By Products Plant in the late 1950's.”
“REMOVAL OF LAGOON AND BACKFILLING It is proposed to excavate the over burden material overlying the lagoon and store on site for subsequent backfilling, the slurry is to be excavated and deposited in a void in Deene Quarry or an area of land to the east adjoining Gretton Brook Road…Over burden is to be excavated from these areas and transported back to the lagoon area and the void backfilled and consolidated.”
“Slurry lagoons Your primary question prior to our recent discussions was in respect of the worker hazard in 'slurry' removal. In simple terms the 'slurry' material is not particularly offensive and the principal precautions would be in respect of personal hygiene and avoiding the inhalation of any dusts arising from operations. However, there can be no guarantee that other wastes were not deposited amid the slurry and which could be of a more sinister nature. Accordingly, alertness to such a possibility should be foremost in any removal operation. There is, however, a further critical factor to be examined and that relates to the material overlying the 'slurry' and which would have to be removed first. This material has not yet been the subject of any effective chemical investigation and taking the nature of the most recent use of part of the area (viz. the Deene coke oven and by-products) it is very probable that high levels of contamination are present. These are most likely to have resulted from the plant demolition rather than from the process operations themselves. It is essential, therefore, before any further consideration is given to the safety, vis a vis the slurry removal, that an appropriate chemical investigation is carried out to determine the nature of the oversite material both from the safety and the disposal points of view.”
“A map has been produced showing where all the known areas of contamination lie (Appendix 1). The main areas of concern are the areas used for coke ovens and blast furnaces (the Glebe site and Deene Coke ovens), the areas used for treating contaminated wastes (the Northern ponds, the Western ponds the oil ponds and the Candy Filter ponds) and the areas used both past and present for tipping of waste material (the dry tip area and the area north of Willow Brook)… A number of reports have been written (1, 2) which identify the types of pollution likely to occur on coal coking sites. The main parameters for consideration where the land is to be used for the laying of underground water pipes, the construction of buildings and the prevention of water pollution are: Sulphate Ammoniacal Nitrogen Sulphide Coal Tars Phenols Cyanides Thiocyanate Mineral Oils pH A report by Dr. P.J. Say for Soils Engineering (Appendix 3) indicated that the area around the Glebe Coke works (Heavy End) was badly contaminated with phenols, sulphates and sulphides and that the aqueous seepages were well above the "Trigger levels" recommended by DoE (Appendix 4). Whilst the groundwater was contaminated at the Glebe site the contamination does not seem to have migrated to nearby sites. Whilst the site has been excavated to 2.5 to 3.5 metres below existing ground level and backfilled with uncontaminated soil it would seem a wise precaution to check the site again for contaminated groundwater seepage… The soil which was removed from this site was taken to an area north of Willow Brook (See Appendix 1) and tipped where there is now a scarp of some 6-l0m of tipped material over an extensive area which has been graded and flattened. The area is some 100 - 200 m from the stream and so should present no problems with direct run off although groundwater contamination could present a problem. Samples of soil from this area were taken and analysed (Appendix 5) but the area is very extensive and the badly contaminated topsoil is likely to be well buried. There are no known analysis [sic] of soil samples for the Deene Coke Ovens area, although it must be assumed that the topsoil analysis would be similar to the Glebe site. It was with the detection of more than double the trigger levels in the Glebe site analysis that the problems of laying plastic water mains in this area were first identified…”
“A further development on the site presently being exploited is that the area formerly used for the Deene Coke Ovens has been found to have a buried lagoon containing 2-3 m of slurry. This is under some 2m of topsoil and if it has to be removed could entail moving up to 1,000,000m³ of land.”
“It is recommended that a full grid analysis of all sites should be carried out prior to development to identify possible areas of contamination and the contaminants so that appropriate materials and safety techniques can be specified before services are laid. Where areas of contamination are found the soil should be removed and replaced with clean material before mainlaying commences.”
“1. EXTENT OF SURVEY 1.1 Physical A trial pit survey was carried out over some 30 ha of the former steelworks site covering part of the former Deene Coking and By Products Plant, the slurry deposit area and other areas to the east (Fig. 1). About 145 pits were excavated to about 3.5 m depth and some 425 soil and water samples were collected for analysis. Gas tests were carried out at 35 locations. The trial pits were selected to reflect the anticipated presence of contaminants as suggested by the previous site uses (Fig. 3). 1.2 Chemical The tests for particular chemicals were selected on the basis of their likely presence and their potential relevance to the proposed development, namely industrial units and associated infrastructure. Test requirements were varied slightly between different areas on the site to reflect the potential presence and importance of relevant substances (Tables 1, 2 & 3). On average about 12 chemical tests were carried out on each sample. All chemical analyses were carried out by Bostock Hill and Rigby as part of their annual contract with Corby District Council. 1.3 Previous Relevant Investigations. Bostock Hill and Rigby, on behalf of the Commission for the New Towns, carried out a chemical investigation (by trial pits) of a 25 acre area to the south of the Atkins investigation. Their data is included in this assessment of the total area. 2. PRINCIPAL FINDINGS 2.1 Slurry Deposit Area Overlying material: The principal relevant contaminants in this material, which varies in thickness from 1.0m t o 3.0m, are cyanide compounds, phenols, and coal tars . These contaminants are extensive over the eastern half of the area and are quite consistent with previous activities, namely gas production and related functions. The large majority of the contamination lies in top 1.0 m of ground. Elevated concentrations of sulphates and sulphides were found throughout the site, but this is consistent with the local geochemistry. Slurry: The slurry deposits are consistently rich in cyanides, organics, sulphur salts and heavy metals, with a large majority of samples being 'heavily contaminated', if compared with the GLC Guidelines. 2.2 Coking Plant Area (remainder of) This area has been extensively contaminated by the coal gas production and related activities, but the contamination is generally confined to relatively shallow depths. High concentrations of cyanides, organic compounds and heavy metals are unevenly spread over the area. Sulphur salt levels are, again, high or very high over the whole area and to considerable depths. The relevant contamination, however, is largely in the top 0.75 m of ground. 2.3 'Other' Areas There is relatively little cyanide and organic contamination in 'other' areas except for the western part of the '25 acre' site. Slurry deposits were found in the north-western section of this area and these are of a similar character to other slurries on the site. Along the western boundary of the site relatively high cyanide and phenols levels appear to be related to a series of previous minor industries, which also included asbestos-related activities, although no evidence of asbestos contamination was found. In all cases the majority of relevant contamination was found to be in the top 0.5 m of ground except in the western part of the '25 acre' site where it is in the top 0.75 m.”
“In addition to worker health, the implications of the various contaminant types are generally as follows: Cyanides: Groundwater, water supplies Organics: Groundwater, water supplies and building materials Sulphur salts: Building materials Heavy metals: *Not critical * Phytotoxicity, and bioaccumulation within vegetation, is not considered to be a significant.factor. In the first instance, since the site is proposed for industrial usage.”
“1…A number of geotechnical investigations have already been carried out in this area, principally by Haiste International (Ref. 1) and Norwest Holst (Ref. 2). A very limited amount of chemical testing was carried out during those investigations and on only a few samples. Resulting from those investigations a decision was made by the Council to remove the extensive slurry deposits (see Fig. 2) and replace with a suitable engineering material. The slurry removal contract, which is due to commence, in early 1985, is very relevant to this investigation and the recommendations arising therefrom. Since the slurry deposits are overlain with apparently suitable engineering materials, there would be considerable cost benefits if these could be deposited in the slurry excavation and so reduce the need for imported material. Moreover, the slurry excavation could also act as a 'dump' for material elsewhere on the site which was not greatly contaminated and had suitable engineering properties. The investigated site lies to the north of the currently active British Steel Tube Works. This area has been extensively filled following the cessation of ironstone workings and up to 15m+ of filled ground has been noted from geotechnical surveys (Refs. 1 & 2). Over a large part of the area, slurried flue dusts, for example, from various processes in the steelworks were deposited over many years in the 'hill and dale' formation of the former opencast workings. These deposits were subsequently covered over and in recent years the eastern section of the site was occupied by the Deene Coking Plant. Fig. 2 shows the general location of these areas. All above ground and below ground structure and foundations, except for some concrete piles and pile caps, are understood to have been removed as part of the reclamation process prior to this investigation. 3.1 Principal Objectives The primary objective of the investigation was to determine the nature, degree and extent of relevant chemical contamination in the context of the proposed industrial development. Elevated concentrations of certain chemical compounds within the ground mass, which are principally a legacy from the previous industrial activities, could affect the following: construction workers site users building materials and services, and plant life The proposed use of the site for industrial units means that effects on children and horticultural activities, for example, are not relevant to our deliberations, at least in the first instance. 4.2 Sampling Locations The sampling locations were selected principally by using available historical information relating to the previous uses of the various parts of the site. These general locations were then adjusted, as far as reasonable, to conform to a regular grid which facilitated the 'setting out' programme. This resulted in two primary grids: on the eastern part of the site a 50 m grid and on the western part a 75 m grid. Where greater sensitivity was deemed relevant, further sampling positions were selected in addition to the nodes of these grids. These extra pits were generally at the centroids of the grid patterns. 4.3 Chemical Tests Chemical tests were selected on the basis of the likely presence of particular substances and the corresponding sensitivity of the proposed development to those chemicals. A balance was also drawn between the cost of acquiring specific data and the likely usefulness of that data in determining the degree of contamination. For example, heavy metal contamination was not investigated very intensively as they would assume importance only if: i) landscaping proposals were extensive, and ii) cyanides, organics and sulphur salts were present in very low concentrations. 6.1…Heavy metal contamination is not of critical concern in industrial redevelopment. Moreover, on this site high concentrations are very largely related to slurry deposits and since these deposits are to be removed, this contamination has not contributed significantly to the assessment of ground contamination. Thus, the critical contaminants are considered to be the cyanides and organics. All contamination data were, however, closely examined.”
“…the Council's scheme is theoretically a feasible solution. We feel that the development proposed for the land could be constructed using conventional foundations and drainage systems etc. provided that anticipated bearing capacities and settlement limitations as calculated by Soils Engineering can be achieved on site. However, we believe that there are significant uncertainties about these proposals and until these uncertainties from a technical point of view have been looked at and evaluated by Corby District Council we advise that the Commission should not support this proposal as it stands.”
“The investigations indicate that the lagoon deposits vary in depth with a maximum proven thickness of 9.00m with an average thickness of 4.25m and are covered by a surface layer of boulder clay, thicknesses ranging from l.0m to 4.5m with an average thickness of 2.44m. Areas exist where the deposits are at or very close to the ground surface level. Because of the wide scatter of boreholes there may be other areas where the capping layer could be much thinner due to the very liquid slurry being pushed up into the boulder clay during capping operations. The capping layer is presumed to have been done to make slurry area safe and not as an initial stage of providing a load bearing strata.”
“Previous reports have commented on the chemical contamination of the site in particular the high sulphate contents within the boulder clay. Reference should be made to Section 8.0 of Haiste's report, dated August 1983, for detailed comments on the contaminations, but here again it must be emphasised that since the full extent of the contaminations is not known, the significance of the chemical contamination on the proposed development is difficult to assess at present, A specific and chemical testing programme (together with the probe boring recommended earlier in this report) would be necessary for such proposed building. However consideration must be given to the possible pollution of the adjacent brook from chemically contaminated water migrating through the embankment, following the surcharging of the ground from any proposed development. Consequently this could produce a future health hazard both in the brook and its surrounding ground surface. The possibility also arises of any trapped gases being released into the atmosphere following the initial consolidating process”
“RCI said the DOE had raised problems with the consolidation tender. However it is generally true that dynamic consolidation is half the cost of vibro which is in turn half the cost of piling. The main part of the cost of d.c. is getting the machine on site, once it is there the extra cost of tackling larger areas is negligible. It was agreed that the site will be treated in bands; a 20m band along Steel Road for car parking at 40 KN/m; a 100m band for building at 80 KN/m, then a 20m band circulation area at 40m.”
“6.0 Safety with regard to chemical contamination (B Downey) 6.1 Established means of dealing with chemical contamination in sewer trenches shall prevail 6.2 As the balancing lake will partly be constructed in what was once an old tip containing, amongst other things, by-products from the Deene Coke Ovens, a full panoply of measures are required, including eye wash stations and drench showers to prevent serious injury”
“The trench from SI-S2 was being backfilled with select excavated material; the slurry remaining on site to be moved to BSC tip at the finish of the contract. M Palmer asked if the slurry had been tested for contaminants. H Lorimer said the material was highly alkaline with a PH9+ when tested by B Downey who felt it was unnecessary to treat as a special waste.”
“Willowbrook North/By-Products Plant - EGC said future reclamation works may need to be tested. RCI to do feasibility study to estimate scale of contamination.”
“A.l Corby District Council required that in situ testing be carried out during the earthworks operation at the Deene By Products reclamation site in Corby, Northamptonshire. The Engineer for the project, Mr. R.C. Ibbotson, appointed Contest Melbourne Laboratories Limited...as Independent Testing Engineers. Weldon Plant Limited were awarded the main earthworks contract and were subsequently instructed to retain the services of Contest Melbourne Laboratories Limited. Weldon Plant Limited, by their order number E583/17221, instructed that such testing work as necessary to determine in situ density be carried out, as required by the Engineer. Control testing of the earthworks was carried out between18 February 1991 and21 March 1991 , general supervision was done by the Engineer's Clerk of Works, Mr. J. Buckland. A.2 The bulk earthworks involved site preparation and the placing of general acceptable fill materials which comprised mainly of well graded, dry, cohesive soils, described as light brown, silty, sandy, stoney clays.”
“The site was originally an opencast ironstone mine (Short Leys Pit) that ceased operating around 1948. The final working face is indicated on plan 1. On completion of mining the backfill was left as a 'hill and dale' topography. The nearby steelworks used part of the area to dump waste slurries from the blast furnaces. A dam was built across the valleys at the east end of the site and the slurries allowed to find their own level in the natural contours. The slurries originated from the blast furnace cleaning plant and have been described by BSC as "non-toxic inert flue dust made up of ore/sinter, coke, lime/limestone particles and blast furnace volatilisation products". In the late 1950s the whole site was levelled off to 106.70 m above sea level and the slurry buried under a few metres of backfill. A portion of the area was later used as the site for the Deene Coke ovens. An additional slurry pond was constructed to hold waste from the blast furnaces (Central Pond No. 1). The use of this pond was covered by disposal licence C/77/003. Slurry was discharged into the site up until 1979. The Deene coke ovens were demolished in 1982 following the closure of the steelworks. Since then several areas of the more contaminated surface clay fill have been removed and replaced with clean fill.”
“The buried lagoons are obviously unsuitable for supporting hard development and need to be removed or treated in some way. The options considered have been (a) surcharging to remove the excess moisture and (b) complete removal to another site. Excavation and removal seems the favoured option at present, though no repository site has been selected yet.”
“The following comments apply to analyses that were taken in 1983 and therefore should be treated with caution. Some of the shallower sample points (l-2m) in clay fill will certainly have changed since various rehabilitation works have been carried out. 5.1 Soil/backfill A trial pit survey was carried out by W.S.Atkins in 1983, the results are shown in Tables 1 and 2. The range of concentrations is shown in the histograms. The analyses of samples from clay backfill and the slurry show results which are broadly similar for most contaminants. However the slurry does contain a noticeably higher metal content. The following notes can be made on some of the pollutants: …Cadmium: No samples exceed the ICRL threshold… Copper, Nickel, Zinc : These elements are phytotoxic but in the alkaline ground conditions here the ICRL thresholds do not apply. The analyses above refer only to shallow material. Future investigations should check whether material beneath the slurry is contaminated.”
“RECOMMENDATIONS 5.1 A number of points need to be resolved before any remedial work is undertaken. a) Volume of slurry. This is difficult to estimate at present due to the limited number of trenches and boreholes that penetrated the full thickness of the slurry. Estimation is made more complex because of the undulating nature of the land onto which the slurry was placed… c) Concern has previously been expressed in the stability of the north bank during and after any works. In the past lagoon material has been observed in the face of the bank and is known to occur beneath from boreholes drilled in 1988 near the balancing pond. A number of boreholes are needed to investigate the geotechnical properties of the material making up the bank and their stability… 5.2 A preliminary plan of proposed works is indicated below: a) A total of 70 boreholes are shown with a total meterage of 822 m. Eleven of the boreholes should go to the base of the backfill (approx. 18 m) remainder need only go through the slurry…”
“After our meeting on 14.5.92 I walked over the site to refresh my memory on the layout and noticed two things that I ought to mention. a) The motor cycle/go cart racing track has disturbed the surface capping quite significantly in places, digging up mounds of slurry. When these dry they will generate a lot of dust. As far as we know the slurry comprises fine grained coke, iron ore and limestone - but also has high levels of some other metals, particularly lead and zinc. We've not averaged all the data, but guess around 0.2% lead and 0.3% zinc. There is also ca. 0.05% coal tars and a few ppm cyanide. It is not acutely toxic. Given the use of the track, though, conditions could get very dusty and drivers and spectators may get high exposures. We are not occupational hygienists and you would need someone experienced to calculate out the "risk" - which I expect is low and cumulative in effect. It is, however, clearly not a good idea to allow them to plough up more slurry. b) Approximately at the place marked 'x' there is a redundant oil interceptor on the valley side (south). It is an open topped concrete structure ca. 3 m x 3 m containing about 1 m of oil and sludge (probably with water). It looks as though it could be a danger to children and wildlife and, insofar as it is clearly no longer in use, should perhaps be emptied and filled with stones or demolished…”
“I walked over the site again last week after our meeting and have written to Glen [Clarke] with a couple of observations. We also obtained a few more reports from Mick's office, but nothing that is directly relevant to the western portion of the site… Looking through the old W S Atkins and Norwest data there appear to be odd patches of slurry in the western part - but not enough to be traced with certainty between holes. Subject to seeing the C.F. report, it still looks as though the slurry problems at the western end will be minor (though the ground is still poor, as a result of being all backfill). Our brief, if I can try to summarize the meeting is:- a) Desk Study. Review the existing reports on land adjacent to the known slurry ponds, to the west (area 1) and east (area 3). The eastern strip is New Towns' land, running as far east as Sheldon Road. I don't have a plan with a proper outline. Budget say£5k for s.i. of New Towns' land, on assumption that access will be available. As noted above, we can't do much with the western area without a copy of Continental Freezer's report. Need to conclude either that area 1 is clean, or else include it in the s.i. b) Investigation. Review and redraft our proposal of Dec.'91 with regard to an s.i. to:- i) test pollution, existing and potential, of groundwater and of water leaking into brook; ii) examine chemical contamination of the slurry and of underlying/ overlying materials, with regard to affects on development and potential for generating leachate; iii) provide data to quantify slurry and any other unsuitable materials in area 2 (and area 1 if necessary). Actual volume calculations to be done by M Palmer's office, using computer techniques and new topo survey. A target of ± 10% on quantity is proposed but, given the complexity of the old hill and dale, may be difficult to achieve; iv) check stability of bank side, wherever access is possible. Note previous report (attached) suggests bank instability at New Towns' site. v) S.i. to be ready for start at end July and complete at end Sept. Budget cost£31k for slurry ponds (as before) plus£5k for New Towns. c) Remediation Options. Review options with CDC Team in light of s.i. interpretation. To include considerations of how our works will affect New Towns' land…”
“A few comments on the Wi1lowbrook investigation after seeing the s i report commissioned by Continental Freezer. WESTERN AREA (Area 1) The site investigation for Continental Freezer by the John Parkhouse Partnership (JPP) covered an area north of Genner Road where trial pits dug by WSA had previously identified slurry deposits. Although the description of materials encountered do not match descriptions of the slurries in WSA pits, the JPP boreholes encountered some very soft materials that could be blast furnace slurries. On Borehole 1 the Standard Penetration Test recorded 'N' values of 1 in two places (3.0-3,45 m and 6.0-6.45 m) corresponding to shear strengths of less than 1.0 kN/m². This borehole lies between WBA pit Nos. 136, 141 and 144 which all recorded slurry deposits. It should be noted that pit no. 136 did not reach the base of slurry, A loose black/blue clayey fine sand was recorded in borehole 3 from 2.6 to 3.7 m. The SPT recorded an 'N' value of 3 (2.6-3.05 m) corresponding to a shear strength of approximately 15 kN/m². These results confirm the presence of a small area of slurry with geotechnical properties unsuitable for development. Other parts of the western area (see plan) had few boreholes put down in previous investigations. There is, therefore, a paucity of data concerning ground conditions, in particular whether the condition that the fill in the site should have a shear strength greater than 40kN/m² would be met. To check if the area meets this condition it is advisable that a number of additional geotechnical boreholes be drilled. Some locations are suggested on the plan attached. Additional pits are also advised to assess the full extent of the area affected by shallow slurry deposits. EASTERN AREA (area 3) Boreholes will be needed both to investigate the bank stability and to assess the extent of the slurry deposits over the site. No plans of this area are available yet so the number of boreholes needed cannot be estimated.”
“At the time of the investigation the eastern half of the site was in use as an off road vehicle track and large areas of the site were under shallow water. The central area is relatively flat at an approximate elevation of 106.50m A.O.D. The ground has been raised to approximately l10.00m A.O.D. on the east and north east sides of the site with the entire north boundary forming the lop of an embankment at the base of which lies Willow Brook at a level of approximately 100.00m A.O.D. The east and south sides of the site are bounded by roads whilst the west of the site is bounded by as yet undeveloped land.”
“The site as shown on the plan (appendix 1) is a quarry backfilled with boulder clay and slurry derived from blast furnaces and coke ovens the slurry existing as either buried ponds within the clay backfill or laying over the backfill on the surface…The two major findings of the Consultants were that the western section is contaminated with buried slurry (this was previously thought not to be the case) and that the embankment to the Willowbrook is unsafe and part of it has the potential to collapse at any time.” 676. He recorded that “the survey carried out by W.S. Atkins showed the slurry within the present area of investigation to be rich in cyanides, organics, sulphur salts and heavy metals with the overlying burden being contaminated with cyanide compounds, phenols and coal tars.”
“Site A The western end of the site. To the south slurry varies 1- 4m deep mostly on or just below the surface but occasionally in pits, and dips to greater thickness at the north-east and south-west ends. Site A dimensions 440m east-west 140m north-south Area 6.16 Ha (15.2 acres) i.e. 20% of site. Site B The southern part of the main area where slurry is generally of least thickness excepting occasionally in pockets. Site B dimensions 590m east-west 150m north-south Area 8.8 Ha (21.9 acres) i.e. 30% of site. Site C The northern part of the site, including the Commission's land. Although there are occasional pockets of good ground the majority consists of thick bands of slurry. Site C dimensions 950m east-west 150m north-south Area 14.25 Ha (35.2 acres) i.e. 50% of site Amounts of slurry on each site (Highly provisional) Site A 80,000m³ Site B 120,000m³ Site C 350,000m³”
“The Director of Development Services presented a report which outlined the results of a survey into the land at Willow Brook North which indicates a greater problem of contamination than was envisaged. The possible solutions to this problem range from total removal and reinstatement of the site to its original level at a cost of approximately£15m to simply making the site safe by placing clean clay over a geogrid then covering it with stone. He stated that the minimum solution would cost£2.3 million and would cost only£2.3m and would allow only open storage use of the land but he believed DoE approval would be given for the work to be carried out over two years. The total removal and reinstatement of the site would need special consideration and he doubted whether DoE would sanction it. . . AGREED that:- The DoE be requested to approve removal and reinstatement of the site but if unsuccessful the minimum solution be adopted.”
“Levels of contamination were to be investigated further as these would be crucial in enabling or preventing development.”
“The works are to be carried out in an area of open land, formerly used as a quarry for ironstone extraction, subsequently backfilled in a loose hill and dale formation. Slurry residue from steel making processes was then placed within this formation and generally overlain with a layer of locally occurring clay.”
“Excavation and disposal off site to a suitable licensed facility for contaminated material is to be undertaken. Risks to the Health and Safety of construction personnel exist from these operations.”
“Vehicles Risks to the Health and Safety of construction personnel exist from these operations.” 32. The Contractor shall take all reasonable precautions to prevent contamination of public roads by vehicles leaving the site. These shall include wheelwashing in the event of contact with toxic materials. These precautions are to be agreed with the Engineer.”
“Chemical Hazards 36. The proposed works are being carried out in ground which historical information suggests is unlikely to present unacceptable contamination hazards. It is possible, however, that isolated contaminated areas may be encountered relating to, for example, spillages or fly tipping of hazardous materials. If such conditions are encountered the site workforce may be required to wear specific protective clothing or to modify conventional techniques.”
“Where practicable a system of work will be implemented which will enable vehicles to run on clean material to and from point of loading, thereby avoiding the spread of contamination by vehicle wheels. Should it prove necessary to transport materials on the public highway, vehicles carrying dry contaminated materials will be sheeted before leaving site to prevent windage losses. The sheeting of wet materials should not be necessary due to short distance to off-site tip facility.”
“Reduce dig to remove top layer, importing suitable cohesive fill and capping with Type 1 granular material together with ancillary works.”
“Mon- excavation bank and filling lower area in Site B… Movement of wet slurry material off Eurofleet Site B…moved [?] to Deene Quarry contaminated tip. Tues-Moving slurry and wet material from site to be too contaminated tip. Filling lower area with good excavated material from bank on Site B… At 2:30 PM tractor and bowser was discharging contaminated water into the ditch which runs parallel to BSE Haul Road-informed WP to stop this operation… Wed Contaminated tip at Deene Quarry closed because of construction of new access-no material leaving site Thurs Contaminated tip at Deene Quarry still closed… Start work in area A as discussed. Excavation and in far North West corner slag/soot. Dry material being used to fill area B-well compacted… Fri Contaminated tip at Deene Quarry still closed-All works concentrated in site A. Excavating dry slag/soot using as still in the low area B-well compacted”
“I have no doubt from the evidence I heard that RC and his team were under immense pressure in relation to this job. They undertook a task which patently they were under-resourced for in a wholly unrealistic time scale. In such circumstances something has to give. In this case it was attention to detail… It is apparent that RC exercised very little supervision of the work of M Palmer in the production of the design and tender documents, the tender scrutiny and the project on site for the Willowbrook North schemes. He maintained contact through the Land Reclamation Team meetings and ad hoc discussions. Essentially he relied on M Palmer to inform him when he felt it necessary to do so, since he had so much other work on. For his part MP tried to avoid troubling RC.”
“Our report entitled Ground Investigation Assessment of 1995 Decontamination work and Reclamation Strategy dated February 1998 section 8.3.1.1, outlined hazards still present on the site and identified two remediation options for your consideration. It appears however that there will be some delay between this report and any future reclamation work. We are therefore duty bound to inform you that the area of exposed steelworks slurry on the site should at the very least be securely fenced off to ensure that the risk to human health from contact with the slurry is minimised.”
“A person is guilty of public nuisance…who (a) does an act not warranted by law or (b) omits to discharge a legal duty, if the effect of the act or omission is to endanger the life, health, property, morals or comfort or comfort of the public, or to obstruct the public in the exercise or enjoyment of rights common to all her Majesty’s subjects.”
“34 )1) Subject to subsection (2) below, it shall be the duty of any person who imports, produces, carries, keeps, treats or disposes of controlled waste or, as a broker, has control of such waste, to take all such measures applicable to him in that capacity as are reasonable in the circumstances— (a) to prevent any contravention by any other person of section 33 above; (b) to prevent the escape of the waste from his control or that of any other person; and (c) on the transfer of the waste, to secure— (i) that the transfer is only to an authorised person or to a person for authorised transport purposes; and (ii) that there is transferred such a written description of the waste as will enable other persons to avoid a contravention of that section and to comply with the duty under this subsection as respects the escape of waste.”
“(1) …a person shall not— (c) treat, keep or dispose of controlled waste in a manner likely to cause pollution of the environment or harm to human health. (6) A person who contravenes subsection (1) above or any condition of a waste management licence commits an offence. (7) It shall be a defence for a person charged with an offence under this section to prove— (a) that he took all reasonable precautions and exercised all due diligence to avoid the commission of the offence…” (c) treat, keep or dispose of controlled waste in a manner likely to cause pollution of the environment or harm to human health. (a) that he took all reasonable precautions and exercised all due diligence to avoid the commission of the offence…”
“(1) The following provisions apply for the interpretation of this Part. (2) “Waste” includes— (a) any substance which constitutes a scrap material or an effluent or other unwanted surplus substance arising from the application of any process; and (b) any substance or article which requires to be disposed of as being broken, worn out, contaminated or otherwise spoiled… (3) Any thing which is discarded or otherwise dealt with as if it were waste shall be presumed to be waste unless the contrary is proved. (4) “Controlled waste” means household, industrial and commercial waste or any such waste.”
“A cluster is confirmed when the observed/expected ratio is greater than one and the difference is statistically significant”
“…there was a cluster of upper limb birth defects in Corby, either over the period of the KHA study (1989-1998) (as viewed by Professor Parker) or in 1996 (as viewed by Mr. Hurley). We disagree on the timing of this cluster and whether or not it can reasonably be explained by chance.”
"the science of poisons; that department of pathology or medicine which deals with the nature and effects of poisons” and “toxicologist” as “a person versed in toxicology"
"one who studies the nature and effects of poisons and their treatment"(Princeton) and "a scientist trained to examine the nature of the adverse effects of chemicals on living organisms and assess the probability of their occurrence"
“1. Appropriate postgraduate training and/or experience in toxicology, as defined by the Royal College of Pathologists and the UK Register of Toxicologists in Britain, and by the American Board of Toxicology in the U.S.A. 2. An appropriate degree or qualification, generally at least an M.Sc. or Ph.D., specifically based on training, research and scholarship in toxicology. 3. Several years experience in the practice of toxicology (as defined in this document). 4. Evidence of toxicological experience in the form of publications of the results of original toxicological research, in peer-reviewed scientific journals. 5. Evidence of an understanding of disease processes (pathology), their mechanisms and causes.”
“6.1 The nature of the remediation works was based on risk assessments carried out by various parties on behalf of CBC. 8.6 Based on my review of the documentation I conclude that the remediation activities were investigated, planned, implemented and managed in an appropriate manner.”
“The concept of "trigger concentrations", which depend upon the intended use of the site, has been introduced to assist in determining the significance of contamination. If, after a thorough investigation, the samples from the site show values below the lower trigger concentrations, it is reasonable to regard the site as uncontaminated and proceed with the development accordingly. If, however, the results exceeded the upper trigger concentrations, it follows that some remedial action is required if the chosen form of development is to proceed. Alternatively, a different use should be considered. Trigger concentrations do not apply the site is already in use, and they may have to be modified where development has already begun before contamination was discovered.”
“All values are for concentrations determined on "spot" samples based on an adequate site investigation carried out prior to development. They do not apply to analysis of averaged, bulked or composite samples, nor to sites which have already been developed. All proposed values are tentative.”