4.8 Saneringstechnische randvoorwaa

4.8 Saneringstechnische randvoorwaarden
4.8.1 Saneringsdoelstellingen
De saneringsdoelstelling voor historische bodemverontreiniging bestaat volgens het
bodemdecreet uit het vermijden dat de bodemkwaliteit een risico oplevert of kan opleveren tot
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nadelige beïnvloeding van mens of milieu door gebruik te maken van de best beschikbare
technieken die geen overmatig hoge kosten met zich meebrengen (BATNEEC).
De 4 saneringsplichtige verontreinigingen dienen gesaneerd te worden omdat ze uit puur product
bestaan, waarvoor een beleidsmatige saneringsplicht geldt. Als saneringsdoelstelling wordt
bijgevolg het verwijderen van het puur product vooropgesteld.
4.8.2 Activiteiten die de sanering kunnen hinderen
De Site is in volle activiteit. Ingrijpende saneringstechnieken zouden de activiteiten deels of
volledig hinderen.
Op de figuren in Bijlage H wordt de locatie van de 4 drijflagen weergegeven. Verontreiniging 1
bevindt zich voor meer dan 90% onder het noordelijk gelegen tankenpark. Verontreiniging 3
bevindt zich volledig onder de bedrijfsweg naar het noordelijke tankenpark. Verontreiniging 4 ligt
bijna volledig onder de waterzuivering op het zuidelijke terreindeel. Verontreiniging 6 ligt bijna
volledig onder het tankenpark dat deel uitmaakt van de smeermiddelenfabriek op het zuidelijke
terreindeel. Deze structuren kunnen niet verwijderd worden, zonder de bedrijfsactiviteiten voor
lange tijd stil te leggen.
4.8.3 Toekomstplannen: bouwprojecten, specifieke activiteiten, ontwikkelingsplannen
BP is niet van plan om de bedrijfsactiviteiten stop te zetten op de Site te Antwerpen. De huidige
milieuvergunning loopt tot 2016, maar zal vernieuwd worden, de huidige concessie-overeenkomst
loopt nog tot 2035.
4.8.4 Aanwezige structuren die al dan niet kunnen worden verwijderd
Zie sectie 4.8.2
4.8.5 Stabiliteitsmaatregelen en zettingsberekeningen
Niet van toepassing
4.8.6 Aanwezigheid kelders en diepte daarvan
Er zijn geen kelders aanwezig.
4.8.7 Riolering, kabels, leidingen
Binnen de kernzones zijn productleidingen en drainagebuizen aanwezig.
4.8.8 Omgevingsgevoeligheid voor geluidshinder, geuremissies
In de onmiddellijke omgeving bevinden zich geen omwonenden. De Site is gelegen in een
industriegebied, waardoor bepaalde geluidsniveau’s toelaatbaar zijn. Een mogelijk sanering zal
allicht geen extra geluidshinder veroorzaken.
De te saneren verontreiniging bestaat deels uit vluchtige componenten. Eventueel dienen
specifieke maatregelen overwogen te worden om te voldoen aan de van toepassing zijnde
luchtemissienormen.
4.8.9 Nabijheid oppervlaktewater en lozingspunten in de omgeving
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De Schelde grenst aan de noordelijke zijde van de Site. Het effluentwater van de
waterzuiveringsinstallatie die op de Site aanwezig is, wordt geloosd op een beek ten zuidoosten
van de Site. Bij een eventuele sanering kan gezuiverd water op hetzelfde lozingspunt worden
geloosd.
4.8.10 Toegankelijkheid terrein
De Site is voor vrachtwagens en personenwagens toegankelijk via de Benzineweg. Ook kan
eventueel transport geregeld worden via boten over de Schelde.
4.8.11 Grondwaterwinningen in de omgeving en eventuele te verwachten hinder
Binnen een straal van 1 km bevindt zich volgens de website DOV Vlaanderen geen enkele
grondwaterwinning. Er wordt dan ook niet verwacht dat deze een invloed kunnen hebben op een
eventuele sanering.
4.8.12 Andere grondwaterverontreinigingen in de omgeving of op de locatie zelf
Rondom de Site bevinden en bevonden zich nog andere risico-activiteiten die gelijkaardige
verontreinigingen kunnen hebben veroorzaakt in de ondergrond. Bij het overgaan tot een
eventuele sanering waarbij bemaald dient te worden, dienen bodemonderzoeken van naburige
percelen geraadpleegd worden.
4.8.13 Biologische degradatie parameters
Hierover zijn geen gegevens bekend.
Gezien de te saneren verontreinigingen uit puur product bestaan, is biologische degradatie als
saneringstechniek geen optie.
4.8.14 Reinigbaarheid van de grond
Gezien de grond enkel verontreinigd is met minerale olie producten wordt er van uit gegaan dat
deze biologisch, fysico-chemisch of thermisch kan gereinigd worden, afhankelijk van de
concentratie en de aanwezige fracties minerale olie. Eventueel verwijderde drijflaag kan apart
afgevoerd worden, maar dient allicht te worden verbrand.
4.8.15 Parameters voor grondwateronttrekking en grondwaterzuivering
Een actieve onttrekking van het grondwater is momenteel onmogelijk, aangezien dit zou kunnen
leiden tot ontoelaatbare zettingen van de aanwezige oude tanks.
Indien evenwel andere afvalwaterstromen zouden worden gegenereerd

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4.8 Saneringstechnische boundary conditions4.8.1 remediation targetsThe reorganisation objective for historical soil pollution exists according to theavoid that the soil Decree from the soil quality can pose a risk or toReport: First phased BSP, BP Antwerp, Benzineweg 11, 2020Antwerp46326785-R150713-V01-BSP_BP ANTWERPEN_DRAFT. DOCXProject No./date: 46,326,785,685/13/07/201530adverse effects on human beings or the environment by making use of the best availabletechniques not entailing excessive costs (BATNEEC).The 4 carry out remediation contaminants to be rehabilitated because they serve from pure productexist, for which a political reorganisation. If remediation objective isConsequently, removing the pure product.4.8.2 the remediation activities that holdThe Site is in full activity. Major remediation techniques the activities partly orfully.On the figures in Annex H is the location of the 4 driving layers. Pollution 1is for more than 90% below the Northern tank farm. Pollution 3is completely under the business road to the Northern tank farm. Pollution 4 isalmost completely under the water treatment area on the southern part. Pollution 6 is almostcompletely under the tank farm that is part of the lubricants factory on the southernsite part. These structures can not be removed, without the business activities forfor a long time.4.8.3 Future plans: building projects, specific activities, development plansBP is not going to stop operations on the Site in Antwerp. The currentenvironmental licence runs until 2016, but will be renewed, the current concession agreementruns until 2035.4.8.4 structures that may or may not be removedSee section 4.8.24.8.5 stability measures and settlement calculationsNot apply4.8.6 Presence cellars and depth thereofThere are no cellars.4.8.7 drains, cables, pipesWithin the core zones are product lines and drainage pipes.4.8.8 Environmental sensitivity to noise, odor emissionsIn the immediate vicinity there are no local residents. The Site is located in aindustrial area, making certain noises are permissible. A possible remediation willlikely to cause no additional noise.To sanitize the pollution is composed of volatile components. Possibly shouldspecific measures to be considered to comply with applicableAir emissienormen.4.8.9 proximity to surface water and discharge points aroundReport: First phased BSP, BP Antwerp, Benzineweg 11, 2020Antwerp46326785-R150713-V01-BSP_BP ANTWERPEN_DRAFT. DOCXProject No./date: 46,326,785,685/13/07/201531The Scheldt borders the northern side of the Site. The effluent water from thewater treatment plant on the Site, is discharged to a stream to the South-Eastof the Site. In any remediation can be purified water at the same discharge pointdischarged.4.8.10 Accessibility siteThe Site is for trucks and cars accessible through the Benzineweg. Also canpossibly be arranged via transport boats on the Schelde.4.8.11 Groundwater extraction in the area and any expected pollutionWithin a radius of 1 km is located according to the website DOV Flanders nogroundwater extraction. There is not expected to affect aany remediation.4.8.12 Other groundwater contaminants in the environment or on the location itselfAround the Site and found themselves still other risk-activities that have similarcontaminants may have caused in the subsurface. To proceed to aany remediation which should be bemaald, soil studies of neighbouringplots are consulted.4.8.13 Biological degradation parametersThere are no data known.Seen to sanitize the contaminants from pure product, biological degradation asremediation technique is not an option.4.8.14 cleanability of fundamentalJust seen the ground contaminated with mineral oil products is assumes thatThis biological, physico-chemical or thermal can be cleaned, depending on theconcentration and its fractions of mineral oil. Possibly deleted scum can separateshould probably be removed, but to be burned.4.8.15 parameters for groundwater abstraction and ground water treatmentAn active abstraction of groundwater is currently impossible, since this couldlead to inadmissible settings of its old tanks.If, however, other wastewater flows would be generated

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4.8 Sanitation Technical conditions
4.8.1 Remediation Goals
Remediation objective historical soil contamination exists under the
soil decree to prevent the soil poses a risk or may present to
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adverse effects on man or the environment by making use of the best available
. Techniques not entailing excessive costs entail (BATNEEC)
The four responsible for cleaning contaminants should be cleaned up because of pure product
exist, for which a policy-based remediation obligation. If remediation objective is
therefore provided to remove the pure product.
4.8.2 Activities that can hinder the remediation
, the site is in full activity. Substantial remediation techniques activities were partially or
hinder full.
The location of the four floating layers is shown on the figures in Appendix H. Pollution 1
is located more than 90% below the northern tank park. Pollution 3
is located entirely within the business path to the northern tank farm. 4 pollution is
almost completely under the water treatment plant in the southern part of the terrain. Contamination 6 is almost
completely under the tank farm that is part of the lubricant factory on the southern
part of the terrain. These structures can not be removed without the business
to shut down a long time.
4.8.3 Future plans: construction projects, specific activities, development plans
BP has no plans to discontinue operations at the site in Antwerp. The current
environmental license runs until 2016, but will be renewed, the current concession
runs until 2035.
4.8.4 Existing structures that may or may not be removed
, see section 4.8.2
4.8.5 Stability Measures and settlement calculations
Not applicable
4.8. 6 presence basements and depth
There are no basements exist.
4.8.7 Sewage, cables, conduits
within the core zones are product lines and drainage pipes present.
4.8.8 Setting Sensitivity to noise, odor emissions
in the immediate vicinity there are no neighbors. The site is located in an
industrial area, making certain noise levels are permissible. A possible reorganization will
probably cause additional noise.
The remediate pollution consists partly of volatile components. Where necessary,
specific measures should be considered to comply with the applicable
air emission standards.
4.8.9 Proximity surface water discharge points in the area
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De Schelde adjacent to the northern side of the site. The effluent water from the
water treatment plant which is present on the Site, is discharged into a stream southeast
of the Site. In a possible reorganization of purified water can be at the same point of discharge
discharged.
4.8.10 Site accessibility
The site is accessible for trucks and cars through the Benzineweg. Also,
if transportation is arranged by boats on the river Scheldt.
4.8.11 Groundwater Winningen in the area and any foreseeable nuisance
within a radius of 1 km are no according to the website DOV Flanders
groundwater. It is therefore not expected to have an impact on a
possible reorganization.
4.8.12 Other groundwater contamination in the area or the location itself
around the site and there were still other risk activities related
contaminants may have caused the surface. In passing to a
possible reorganization whereby bemaald should be, should soil surveys from neighboring
plots are consulted.
4.8.13 Biological degradation parameters
No data are available.
Given the remediate contaminants consist of pure product, biological degradation and
remediation technique is not an option .
4.8.14 cleanability of the ground
view of the soil is polluted only with mineral oil products it is assumed that from
these biological, physico-chemically or thermally can be cleaned, depending on the
concentration and the existing mineral oil fractions. Any removed floating layer may separately
be disposed of, but likely needs to be combusted.
4.8.15 Parameters for groundwater extraction and groundwater treatment
A active abstraction of the groundwater is currently impossible, since this could
lead to inadmissible subsidence of the existing old tanks.
If, however, other waste water streams should be generated

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4.8 saneringstechnische conditions4.8.1 remediation targetsthe saneringsdoelstelling for historical soil is according to thebodemdecreet prevent soil from a risk or can producereport: first phased bsp, bp, antwerp, benzineweg 11, 2020antwerp46326785 - - - r150713 v01 bsp _ bp _ draft.docx antwerpproject no. / date: 46326785.685 / 13 / 07 / 201530adverse effects on humans or the environment by making use of the best availabletechniques not entailing excessive costs (batneec).the 4 saneringsplichtige remediated contaminants should be because of pure productexistence, which is a political saneringsplicht. if saneringsdoelstelling istherefore, the removal of the pure product provided.4.8.2 activities that may hinder the improvementthe site is in full activity. the activities were partly or major remediation technologiescomplete obstruction.in the figures in annex h is the location of the 4 drijflagen below. pollution 1is more than 90% of the northern tankenpark. pollution 3is fully under the bedrijfsweg to the northern tankenpark. pollution 4almost completely under the water in the southern terreindeel. pollution is almost 6under the full tankenpark that part of the smeermiddelenfabriek in southernterreindeel. these structures can not be removed without the business forlong time to stop.4.8.3 plans, construction plans, specific activities.bp"s plan to stop the activity on the site to antwerp. the currentenvironmental runs until 2016, but will be renewed, the current concession agreementruns to 2035.4.8.4 structures that may or may not be removedsee section 4.8.24.8.5 stabiliteitsmaatregelen and zettingsberekeningennot applicable4.8.6 presence and depth of basementthere are no basements.4.8.7 sewage pipes, cables,in the kernzones productleidingen and drainagebuizen are present.omgevingsgevoeligheid 4.8.8 noise, geuremissiesin the immediate vicinity are no residents. the site is located in aindustrial area, making certain noise levels are admissible. a possible improvement willmay not cause additional noise.to improve the pollution exists in volatile components. where necessaryspecific measures should be considered to comply with the applicableluchtemissienormen.4.8.9 proximity surface and sources in the environmentreport: first phased bsp, bp, antwerp, benzineweg 11, 2020antwerp46326785 - - - r150713 v01 bsp _ bp _ draft.docx antwerpproject no. / date: 46326785.685 / 13 / 07 / 201531the scheldt borders on the north side of the site. the effluent of thewater treatment plant on the site is discharged on a creek southeastof the site. a possible improvement can be purified water at the point of dischargedischarged.4.8.10 access areathe site is accessible via the benzineweg trucks and cars. also canany transport are regulated in boats on the scheldt.4.8.11 grondwaterwinningen in the environment and to expect any discomfortwithin a radius of 1 km, is located in the website dov flanders nogrondwaterwinning. therefore, it is not expected that this may affect aany improvement.4.8.12 other groundwater pollution in the environment or on sitearound the site, and were more risk activities similarpollutants may have caused in the subsoil. the move to aany improvements which should be bemaald, soil analysis of relatedplots are consulted.4.8.13 biological degradation parametersno data are available.to improve the impurities from pure product, and biological degradationsaneringstechniek no option.4.8.14 reinigbaarheid of the groundthe soil is contaminated with mineral oil products is assumed thatthis fysico biological, chemical or thermal can be cleansed, depending on thethe mineral oil concentration and the groups. any individual can remove scumbe removed, but should probably be burned.4.8.15 parameters for abstraction and grondwaterzuiveringan active withdrawal of groundwater is impossible, since this couldlead to improper settings of the existing old tanks.however, if other afvalwaterstromen would be generated