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Localisation and remediation of a
DNAPL-contamination of PAH’s at
   the former Asphaltco site

 Karel Van Nieuwenhove, Koen Meskens
             (Soresma nv),
           Frank Pels (HMVT),
         Koen Janssens (OVAM)
Summary of presentation
» Introduction
    ›   Site description
    ›   Characterization of the contamination
    ›   Site Development Plans
    ›   Already executed remediation
    ›   Remediation of the second DNAPL


» Further characterization of the contamination: detection by ROST
    ›   Principle
    ›   Results:
          › Hydro geological build-up of the underground
          › Semi-quantitative determination of the contamination

» Site remediation: Pilot test
          › Materials and methods
          › Results
          › Conclusions
» Future perspectives
INTRODUCTION



     Site description
 » Location: Belgium, Asse, Molenstraat 48-50
 » History:
      ›   < 1900: horticulture
      ›   1912-1920: production of glues
      ›   1920-1986: fabrication of glues and tar
          containing asphalt products (Asphaltco)
      ›   1985-1997: several companies and illegal
          dumps
      ›   2005: demolition of the site
 » Calamity: fire
      ›   1942
      ›   Destruction of distillation unit of 30
          tonnes and filled storage tank of app.
          40m³ tar oil
      ›   Extinguished with foam containing
          tetrachloromethane
INTRODUCTION



 Characterization of the contamination

» Contamination in soil and
  groundwater                         maaiveld
   › PAH
   › Mineral oil                        7m
   › Benzene                                      pilot
                                       12 -14 m
   › Phenols and cresols
                                                             klei
» DNAPL’s of tar                                          lid van Asse
                                        14 m
   › 7.0 m bgl (Lid Van Onderdijke)
   › 14.0 m bgl (Klei van Asse)
Introduction



       Site Development Plans

       »       Acquired by the local community
       »       Fire department, youth house, sport tracks,...
       »       Local depot for busses (De Lijn)
       »       Large parking lot for the train station
       »       OVAM will remediate the site
Introduction



       Already executed remediation

       » Demolition of the site (2005)
               › Cost: 500.000 euro
       » Remediation of the dumping ground (2006)
               › Cost: 950.000 euro
       » Excavation contamination until 5.0-6.0 m bgl (2007)
               › Total cost excavation (removal and remediation of
                 contaminated soil): 8.150.000 euro
Introduction



       Remediation of the second DNAPL


       Remedial Action Plan originally said:
       » Combination of steam injection and Electrical
         Resistance Heating
       » Followed by In-situ Chemical Oxidation

       OVAM chose to directly perform a pilot study for ISCO
Further characterization of the
contamination

 » Determination optimal location pilot test
 » More detailed delineation of the DNAPL zone
 By
 » Camera probing
 » ROST probing
Further characterization of contamination



       Camera probing

       » The camera probe is inserted in the
         underground by means of regular
         probing equipment.
       » Simultaneously video-recordings are
         made from the underground.
       » The camera probe consists of:
       •    Stainless steel tubing (Ø 44 mm, ca 1 m)
       •    Saphire sight flow glass: 5 by 7 mm
       •    Behind which a lamp, a mirror and a camera are
            placed.
       •    Viewed 100 times enlarged on the monitor
       » Grain size and colour of the soil, oil
         particles, gasbubbles but also
         contamination like tar are visible


                                                             tar
Further characterization of contamination



       Cameraprobing – examples
Further characterization of contamination



       ROST probing

       »    Principle: ROST = Rapid Optical Screening Tool
Further characterization of contamination



       Principle (2)
Further characterization of contamination



       Results:

       » Semi-quantitative determination of the contamination




                                                                DNAPL
Further characterization of contamination



                                      Results:

                                      » Geological cross sections

                                                       Dwarsdoorsnede AA'                                                                                                                  Dwarsdoorsnede BB'

                                                           Puntweerstand                                                                                                                    Puntweerstand
                                                                                                                                                          S 00
                                                                                                                                                           1              S3          S6    S9              S1
                                                                                                                                                                                                             1   V B1
                                                                                                                                                                                                                  U A
                            S100               S3   S102            S103    S104                                                                   0,00
                   0,00

                                                                                                      P S3
                                                                                                       W
                                                                                                                                                   2,00                                                                                P S3
                                                                                                                                                                                                                                        W
                   2,00                                                                               P S100
                                                                                                       W
                                                                                                                                                                                                                                       P S6
                                                                                                                                                                                                                                        W
                                                                                                      P S102
                                                                                                       W
                                                                                                                                                                                                                                       P S9
                                                                                                                                                                                                                                        W
                                                                                                      P S103
                                                                                                       W
                                                                                                                                                   4,00                                                                                P S11
                                                                                                                                                                                                                                        W
                   4,00                                                                               P S104
                                                                                                       W
                                                                                                                                                                                                                                       P S100
                                                                                                                                                                                                                                        W
                                                                                                                                                                                                                                       VUB1A
                                                                                                                                       6,00
                                                                                                      vermoedelijke verspreiding (niet af geperkt )
                   6,00    Zand van Buisputten                                                                                                                   Zandvan Buisputten
                                                                                                      puur product in de klei van Asse




                                                                                                                               diepte (m -mvS4)
diepte (m-mvS4)




                                                                                                                                                   8,00   K van Zomergem
                                                                                                                                                           lei
                   8,00    Klei van Zomergem
                                                                                               zandige tussenlaag                                                                                                       zandige tussenlaag


                  10,00                                                                                                                           10,00

                                                                                   minder doorlatende laag                                                                                                              minder doorlatende laag
                             Zand van Onderdaele                                                                                                          Zandvan Onderdaele
                  12,00                                                                                                                           12,00



                                                                                                                                                                                                                        minder doorlatende laag
                  14,00                                                                                                                           14,00


                                                                                                                                                           K van Asse
                                                                                                                                                            lei
                            Klei van Asse
                  16,00                                                                                                                           16,00



                  18,00                                                                                                                           18,00
Further characterization of contamination



       Contamination cross section
Site remediation



       Pilot test : ISCO remediation

       » Materials and methods:
          › HMVT bvba. – Soresma nv.
          › 2 stages (May and July 2007)
          › Area: 10 x 15 m² - 12 injection points (screen depths of
            13.0-14.0 m-gl.)
          › Injection of Fentons reagens (conc. of 5 to 10 %)+ catalyst
            (Fe2+-sulphate)
          › Vapor extraction wells (14)
Site remediation



       ISCO in action
Site remediation



       Pilot test : ISCO remediation

       » First results: Reduction of the contamination load with 80-95%
                                                               m inerale olie


              30000

              25000

              20000                                                                                                                                       Reduction MO first step: 73%
              15000

              10000
                                                                                                                                              2-8-2007
                                                                                                                                              23-5-2007
                                                                                                                                              23-4-2007
                                                                                                                                                          Reduction MO second step: 83%
               5000

                    0
                        M1
                             M2
                                  M3
                                        M4
                                              M5
                                                    M6




                                                                                                                      2-8-2007
                                                          M7
                                                                INJ 1
                                                                            INJ 6


                                                                                                                                  ug / l
                                                                                        INJ 9
                                                                                                        INJ 12

                                   punt e n




                                                                            PAK 16


                   25000
                                                                                                                                       2-8-2007
                   20000                                                                                                               23-5-2007
                                                                                                                                       23-4-2007
                   15000

                   10000                                                                                                                                  Reduction PAH first step: 82%
                    5000                                                                                                                                  Reduction PAH second step: 94%
                        0
                             M1
                                  M2
                                       M3
                                              M4
                                                   M5
                                                         M6




                                                                                                                       2-8-2007
                                                               M7
                                                                        INJ 1
                                                                                    INJ 6




                                                                                                                                     ug/ l
                                                                                                INJ 9
                                                                                                             INJ 12




                                        punt e n
Site remediation



       Pilot test : ISCO remediation

       » Conclusions :
          › At first: reasonable reduction was obtained
          › After 1 year: DNAPL contamination was restored
          › DNAPL levelled out from upper layers (non-
            treated)




       Before start        After 4 months          After 1 year
Future perspectives

» Prior to ISCO a selective removal of the mobile
  DNAPL will be performed by specially designed pure
  product pumps => pilot test

» Final characterization of DNAPL by ROST probing

» Determination of risk based remediation values

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presentatie detectie puur product Linksa Asse Belgium

  • 1. Localisation and remediation of a DNAPL-contamination of PAH’s at the former Asphaltco site Karel Van Nieuwenhove, Koen Meskens (Soresma nv), Frank Pels (HMVT), Koen Janssens (OVAM)
  • 2. Summary of presentation » Introduction › Site description › Characterization of the contamination › Site Development Plans › Already executed remediation › Remediation of the second DNAPL » Further characterization of the contamination: detection by ROST › Principle › Results: › Hydro geological build-up of the underground › Semi-quantitative determination of the contamination » Site remediation: Pilot test › Materials and methods › Results › Conclusions » Future perspectives
  • 3. INTRODUCTION Site description » Location: Belgium, Asse, Molenstraat 48-50 » History: › < 1900: horticulture › 1912-1920: production of glues › 1920-1986: fabrication of glues and tar containing asphalt products (Asphaltco) › 1985-1997: several companies and illegal dumps › 2005: demolition of the site » Calamity: fire › 1942 › Destruction of distillation unit of 30 tonnes and filled storage tank of app. 40m³ tar oil › Extinguished with foam containing tetrachloromethane
  • 4. INTRODUCTION Characterization of the contamination » Contamination in soil and groundwater maaiveld › PAH › Mineral oil 7m › Benzene pilot 12 -14 m › Phenols and cresols klei » DNAPL’s of tar lid van Asse 14 m › 7.0 m bgl (Lid Van Onderdijke) › 14.0 m bgl (Klei van Asse)
  • 5. Introduction Site Development Plans » Acquired by the local community » Fire department, youth house, sport tracks,... » Local depot for busses (De Lijn) » Large parking lot for the train station » OVAM will remediate the site
  • 6. Introduction Already executed remediation » Demolition of the site (2005) › Cost: 500.000 euro » Remediation of the dumping ground (2006) › Cost: 950.000 euro » Excavation contamination until 5.0-6.0 m bgl (2007) › Total cost excavation (removal and remediation of contaminated soil): 8.150.000 euro
  • 7. Introduction Remediation of the second DNAPL Remedial Action Plan originally said: » Combination of steam injection and Electrical Resistance Heating » Followed by In-situ Chemical Oxidation OVAM chose to directly perform a pilot study for ISCO
  • 8. Further characterization of the contamination » Determination optimal location pilot test » More detailed delineation of the DNAPL zone By » Camera probing » ROST probing
  • 9. Further characterization of contamination Camera probing » The camera probe is inserted in the underground by means of regular probing equipment. » Simultaneously video-recordings are made from the underground. » The camera probe consists of: • Stainless steel tubing (Ø 44 mm, ca 1 m) • Saphire sight flow glass: 5 by 7 mm • Behind which a lamp, a mirror and a camera are placed. • Viewed 100 times enlarged on the monitor » Grain size and colour of the soil, oil particles, gasbubbles but also contamination like tar are visible tar
  • 10. Further characterization of contamination Cameraprobing – examples
  • 11. Further characterization of contamination ROST probing » Principle: ROST = Rapid Optical Screening Tool
  • 12. Further characterization of contamination Principle (2)
  • 13. Further characterization of contamination Results: » Semi-quantitative determination of the contamination DNAPL
  • 14. Further characterization of contamination Results: » Geological cross sections Dwarsdoorsnede AA' Dwarsdoorsnede BB' Puntweerstand Puntweerstand S 00 1 S3 S6 S9 S1 1 V B1 U A S100 S3 S102 S103 S104 0,00 0,00 P S3 W 2,00 P S3 W 2,00 P S100 W P S6 W P S102 W P S9 W P S103 W 4,00 P S11 W 4,00 P S104 W P S100 W VUB1A 6,00 vermoedelijke verspreiding (niet af geperkt ) 6,00 Zand van Buisputten Zandvan Buisputten puur product in de klei van Asse diepte (m -mvS4) diepte (m-mvS4) 8,00 K van Zomergem lei 8,00 Klei van Zomergem zandige tussenlaag zandige tussenlaag 10,00 10,00 minder doorlatende laag minder doorlatende laag Zand van Onderdaele Zandvan Onderdaele 12,00 12,00 minder doorlatende laag 14,00 14,00 K van Asse lei Klei van Asse 16,00 16,00 18,00 18,00
  • 15. Further characterization of contamination Contamination cross section
  • 16. Site remediation Pilot test : ISCO remediation » Materials and methods: › HMVT bvba. – Soresma nv. › 2 stages (May and July 2007) › Area: 10 x 15 m² - 12 injection points (screen depths of 13.0-14.0 m-gl.) › Injection of Fentons reagens (conc. of 5 to 10 %)+ catalyst (Fe2+-sulphate) › Vapor extraction wells (14)
  • 17. Site remediation ISCO in action
  • 18. Site remediation Pilot test : ISCO remediation » First results: Reduction of the contamination load with 80-95% m inerale olie 30000 25000 20000 Reduction MO first step: 73% 15000 10000 2-8-2007 23-5-2007 23-4-2007 Reduction MO second step: 83% 5000 0 M1 M2 M3 M4 M5 M6 2-8-2007 M7 INJ 1 INJ 6 ug / l INJ 9 INJ 12 punt e n PAK 16 25000 2-8-2007 20000 23-5-2007 23-4-2007 15000 10000 Reduction PAH first step: 82% 5000 Reduction PAH second step: 94% 0 M1 M2 M3 M4 M5 M6 2-8-2007 M7 INJ 1 INJ 6 ug/ l INJ 9 INJ 12 punt e n
  • 19. Site remediation Pilot test : ISCO remediation » Conclusions : › At first: reasonable reduction was obtained › After 1 year: DNAPL contamination was restored › DNAPL levelled out from upper layers (non- treated) Before start After 4 months After 1 year
  • 20. Future perspectives » Prior to ISCO a selective removal of the mobile DNAPL will be performed by specially designed pure product pumps => pilot test » Final characterization of DNAPL by ROST probing » Determination of risk based remediation values