<strong>Technical</strong> & <strong>Strategic</strong> <strong>Assessment</strong> <strong>of</strong> <strong>Aggregate</strong> <strong>Supply</strong> <strong>Options</strong> <strong>in</strong> the South West RegionShoreham, Littlehampton, Southampton <strong>and</strong> Guernsey. The quantities <strong>in</strong>volved havegrown steadily until a year ago, peak<strong>in</strong>g at over 200,000 tpa <strong>in</strong> 2003. A very rapid <strong>in</strong>crease<strong>in</strong> world shipp<strong>in</strong>g costs over the last 12 months has had a major impact however, <strong>and</strong> thequantity exported <strong>in</strong> 2004 is likely to be around 150,000 tonnes. This will fall further ifshipp<strong>in</strong>g costs cont<strong>in</strong>ue to rema<strong>in</strong> high.4.24 Ch<strong>in</strong>a clay aggregates from the Lee Moor area are also exported by sea from the docks atPomphlett, near Plymouth, but <strong>in</strong> much smaller quantities.4.25 Even before the recent <strong>in</strong>crease <strong>in</strong> shipp<strong>in</strong>g costs, the transport <strong>of</strong> ch<strong>in</strong>a clay aggregates bysea was a marg<strong>in</strong>al operation, <strong>and</strong> exports to the south east <strong>of</strong> Engl<strong>and</strong>, where prices arehighest, were only just able to break even. It follows that shorter journeys to ports with<strong>in</strong>the South West <strong>and</strong> South Wales, where market prices are generally lower, would not beeconomically viable unless shipp<strong>in</strong>g prices fall significantly, or unless some k<strong>in</strong>d <strong>of</strong>subsidies can be <strong>in</strong>troduced to <strong>of</strong>fset elements <strong>of</strong> the short-haul shipp<strong>in</strong>g costs. Thisconcept is explored further <strong>in</strong> Chapter 6.4.26 The export<strong>in</strong>g <strong>of</strong> ch<strong>in</strong>a clay aggregates by sea depends for its pr<strong>of</strong>itability on obta<strong>in</strong><strong>in</strong>greturn cargoes, but opportunities for this are very few. Opportunities are highest along thesouth coast <strong>and</strong>, more especially, from the ports <strong>of</strong> Rotterdam <strong>and</strong> Antwerp <strong>in</strong> Holl<strong>and</strong>.There are virtually no opportunities, at present, from the ports <strong>of</strong> Bristol <strong>and</strong> South Wales.4.27 A further obstacle to the transport <strong>of</strong> aggregates by sea is the maximum size <strong>of</strong> vessel thatcan be accommodated at Par Docks. Cargoes <strong>of</strong> up to 3,400 tonnes can be carried <strong>in</strong> thelargest vessels on a spr<strong>in</strong>g tide. Payloads <strong>of</strong> up to 2,300 tonnes are more common <strong>and</strong> theaverage cargo size at present is around 1,500 tonnes. <strong>Aggregate</strong> is loaded directly fromlorries via converted ch<strong>in</strong>a clay conveyor load<strong>in</strong>g systems, rather than be<strong>in</strong>g stockpiled onthe quayside (though there is space for that).4.28 Much larger vessels can be accommodated at nearby Fowey docks, where Imerys alreadyhas large scale facilities for export<strong>in</strong>g ch<strong>in</strong>a clay, but there is <strong>in</strong>sufficient space on thequayside for aggregate load<strong>in</strong>g facilities, <strong>and</strong> also a risk <strong>of</strong> blown s<strong>and</strong> from aggregatestockpiles contam<strong>in</strong>at<strong>in</strong>g the clay. Unlike Par, the Fowey Docks are not owned by Imerys,<strong>and</strong> would therefore be more costly to use.4.29 Rail transportation <strong>of</strong> ch<strong>in</strong>a clay aggregates has not, hitherto, been consideredeconomically viable. This is partly due to the fact that the Tamar Bridge restricts <strong>in</strong>dividualpayloads to 900 tonnes, with m<strong>in</strong>eral operators suggest<strong>in</strong>g a need for wagons to bemarshalled <strong>in</strong>to larger tra<strong>in</strong>s at Exeter before economical onward transport to other parts <strong>of</strong>the South West <strong>and</strong> adjo<strong>in</strong><strong>in</strong>g regions can be achieved. This, however, would justify further<strong>in</strong>vestigation, as tonnages <strong>of</strong> less than this are known to be moved by tra<strong>in</strong> from Dorset.The steep <strong>in</strong>cl<strong>in</strong>es between Exeter <strong>and</strong> Plymouth, known collectively as the Devon Banksimpose further restrictions. Material sourced from the South Dartmoor area to the east <strong>of</strong>Plymouth is unaffected by the Tamar Bridge but is still not transported by rail at present,<strong>and</strong> substantial <strong>in</strong>vestment <strong>in</strong> load<strong>in</strong>g facilities (e.g. long conveyor systems to elim<strong>in</strong>atelocal road haulage to railhead) would be needed to make the rail export <strong>of</strong> ch<strong>in</strong>a clayaggregates from this area a more economically attractive option.4.30 Rail transport costs to the quarry operators could be reduced if pr<strong>of</strong>itable back-haulagecargoes could be identified but, hitherto, this has not been achieved.Changes <strong>in</strong> rate <strong>of</strong> production4.31 Tables 4.3 <strong>and</strong> 4.4, below, show the changes <strong>in</strong> rates <strong>of</strong> production <strong>of</strong> both crushed rock<strong>and</strong> s<strong>and</strong> & gravel aggregates from 1985 to 2003. With the exception <strong>of</strong> the 2003 data,these are taken from the f<strong>in</strong>d<strong>in</strong>gs <strong>of</strong> successive AM surveys, which generally provide theCapita Symonds Limited page 11 June 2005
<strong>Technical</strong> & <strong>Strategic</strong> <strong>Assessment</strong> <strong>of</strong> <strong>Aggregate</strong> <strong>Supply</strong> <strong>Options</strong> <strong>in</strong> the South West Regionmost reliable <strong>in</strong>formation. The 2003 data are taken from Bus<strong>in</strong>ess Monitor PA 1007,published by the Office <strong>of</strong> National Statistics, which, <strong>in</strong> turn, is derived from the ODPM’s(less detailed) Annual M<strong>in</strong>eral Raised Inquiry for 2003. Due to the limitations <strong>of</strong> the sourcedata, the figures can be shown only on an MPA basis, not for the more detailed breakdown<strong>of</strong> groups shown <strong>in</strong> Table 4.1.Table 4.3: Sales <strong>of</strong> Crushed Rock <strong>Aggregate</strong>s (Mt) from AM Surveys, 1985 to 2003*1985 1989 1993 1997 2001 2003*Avon 4.832 6.294 5.908 4.913 5.553 4.565Cornwall 1.870 2.862 1.584 1.251 1.687 2.192Devon 4.155 5.667 3.597 2.791 3.055 2.613Dorset 0.711 0.650 0.427 0.454 0.435Gloucestershire 1.616 2.856 2.399 2.358 2.192Withheld to avoiddisclosureWithheld to avoiddisclosureSomerset 12.667 19.884 15.278 11.667 13.987 11.671Wiltshire 0Included withDorsetIncluded withDorsetIncluded withDorsetIncluded withDorsetWithheld to avoiddisclosureTOTALS, SW 25.851 38.213 29.193 23.434 26.909 22.998*Note: 2003 data obta<strong>in</strong>ed from Bus<strong>in</strong>ess Monitor PA1007: M<strong>in</strong>eral Extraction <strong>in</strong> Great Brita<strong>in</strong>.Table 4.4: Sales <strong>of</strong> L<strong>and</strong> - Won S<strong>and</strong> & Gravel (Mt) from AM Surveys, 1985 to 2003*1985 1989 1993 1997 2001 2003*Avon 0 0 0 0 0 0Cornwall 0.032Included withDevonIncluded withDevonIncluded withDevonIncluded withDevonWithheld to avoiddisclosureDevon 1.075 1.715 1.084 0.907 1.172 1.215Dorset 2.168 2.515 1.502 1.496 1.812 1.493Gloucestershire 1.114 1.251 0.719 0.769 0.880 1.085SomersetIncluded withDevonIncluded withDevonIncluded withDevon0 0Withheld to avoiddisclosureWiltshire 1.159 1.299 0.810 1.349 1.410 0.922TOTALS, SW 5.548 6.781 4.115 4.521 5.274 5.875*Note: 2003 data obta<strong>in</strong>ed from Bus<strong>in</strong>ess Monitor PA1007: M<strong>in</strong>eral Extraction <strong>in</strong> Great Brita<strong>in</strong>.4.32 The figures illustrate that aggregate production <strong>in</strong> general is significantly lower now than <strong>in</strong>1989 (the peak <strong>of</strong> a major construction boom <strong>in</strong> the 1980s), <strong>and</strong> that crushed rockproduction seems to have decl<strong>in</strong>ed further s<strong>in</strong>ce 2001. S<strong>and</strong> & gravel production, bycontrast, has been ris<strong>in</strong>g steadily over the last decade.Capita Symonds Limited page 12 June 2005