SlideShare uma empresa Scribd logo
1 de 9
Baixar para ler offline
Monitored Natural Attenuation (MNA) –
    Monitored Plume Stability (MPS)
               Summary

           Presentation Notes

Beazer East, Inc. - Mitchell Brourman
Key Environmental, Inc. – Neale Misquitta
Other Program Contributors
MPS – Selected as Primary
Remedy/Implemented – It’s Been Done
Before
 MPS selected as the primary
  groundwater remedy at:
 Ritari Post and Pole Site in Sebeka,
  Montana
 American Creosote Works Site in
  Jackson, Tennessee
 Smeltertown Site in Salida, Colorado
MPS - Implemented
 MPS has also been implemented at:
 Former Koppers Site in Kansas Ctiy -
  Groundwater
 Champion International Site in Libby, Montana
 Former Koppers Site in Oroville, California -
  Groundwater
 Former Koppers Company Inc. Facility –
  Youngstown, Ohio – Groundwater and Sediments
 Koppers Superfund Site – Chareston, SC,
  sediments (and groundwater?)
 Koppers Company Inc. Facility – Florence, SC –
  groundwater.
 Typically linked with site institutional controls
  and deed restrictions
Creosote Sites – Kiilerich and Arvin

 Data from 44 creosote impacted sites in
  Denmark demonstraes the viability of
  naturally occurring processes for reduction
  of groundwater constituent concentrations
  (Kiilerich and Arvin (1996).
 Moreover, dissolved reoste concentrations
  are reduced below detection limits within 50
  meters downgradient of the source.
Creosote Sites – Godsy and Goerlitz
(1986)

 Godsy and Goerlitz report that natural
  attenuation of creosote compounds occurs
  downgradient of creosote sites.
  Concentrations of creosote compounds
  decrease in groundwater with increasing
  distacnce due to dispersion, sorption, and/or
  biological and abiotic degradation and
  because the cresosote or dissolved phase
  creosote compounds in the groundwate have
  reached an equilibrium with the presence of
  DNAPL creosote.
Naphthalene - Biodegradation

 U.S. EPA (Federal Register, Vol. 67, No. 106,
  June 3, 2002, p. 38238) made a preliminary
  determination not to regulate naphthalene
  with a National Primary Drinking Water
  Regulation because it occurs infrequently in
  public water supplies and when it does occur,
  it is not known to occur at levels of public
  health concern. EPA indicates that “usually
  naphthalene is not found in water because it
  evaporates or biodegrades quickly”.
UST Plumes

 Mace et al. (1997) Texas Bureau of Economic Geology
  Geological Circular 97-1 studied 605 underground
  storage tank sites and determined that, "Most benzene
  plumes (75 percent) caused by leaking underground fuel
  tanks are less than 250 ft long and impact an area of less
  than 49,000 feet squared as defined by the 10-ppb
  contour of benzene." The reason for the short plumes is
  natural attenuation including biodegradation. See
  attached.
 These results are consistent with the Livermore study
  (Rice et al., 1995). They studied UST releases in
  California and concluded that, "Plume length estimates
  showed that average site plume lengths rarely exceed
  about 250 ft."
Fuel Hydrocarbon Solute Plume
Studies (cont’d)
1997 - Texas fuel hydrocarbon plume
  study
    Mace et al -- Texas Bureau of Economic
     Geology
    Evaluated historical data from 605 fuel sites
             Growing   Unknown
               3%        1%
 Shrinking
   34%

                                 Stable
                                  62%

                           75% of plumes < 250 feet long
Texas Plume Study
                              Plume Length

                                        Growing    Unknown
                                          3%         1%
                            Shrinking
                              34%


Plume Mass (ave. concentration)                              Stable
                                                              62%
                 Unknown
     Growing                             n = 219
                   1%       Stable
       14%
                             27%




     Shrinking              n = 227
       58%

Mais conteúdo relacionado

Mais de Neale Misquitta

Dnapl Recovery Strategy For Coal Tar Final
Dnapl Recovery Strategy For Coal Tar FinalDnapl Recovery Strategy For Coal Tar Final
Dnapl Recovery Strategy For Coal Tar FinalNeale Misquitta
 
environmental scivis via dynamic and thematc mapping
environmental scivis via dynamic and thematc mappingenvironmental scivis via dynamic and thematc mapping
environmental scivis via dynamic and thematc mappingNeale Misquitta
 
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...Neale Misquitta
 
Using Critical Gradient Data To Predict Dnapl
Using Critical Gradient Data To Predict DnaplUsing Critical Gradient Data To Predict Dnapl
Using Critical Gradient Data To Predict DnaplNeale Misquitta
 
Groundwater Remediation Optimization - Neale Misquitta Patent
Groundwater Remediation Optimization - Neale Misquitta PatentGroundwater Remediation Optimization - Neale Misquitta Patent
Groundwater Remediation Optimization - Neale Misquitta PatentNeale Misquitta
 
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...Neale Misquitta
 

Mais de Neale Misquitta (8)

Coal Tar DNAPL Aging
Coal Tar DNAPL AgingCoal Tar DNAPL Aging
Coal Tar DNAPL Aging
 
Dnapl Recovery Strategy For Coal Tar Final
Dnapl Recovery Strategy For Coal Tar FinalDnapl Recovery Strategy For Coal Tar Final
Dnapl Recovery Strategy For Coal Tar Final
 
environmental scivis via dynamic and thematc mapping
environmental scivis via dynamic and thematc mappingenvironmental scivis via dynamic and thematc mapping
environmental scivis via dynamic and thematc mapping
 
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...
Remedition Using Soy Based Aerobic Co-Metabolism for Removal of Chlorinated H...
 
Using Critical Gradient Data To Predict Dnapl
Using Critical Gradient Data To Predict DnaplUsing Critical Gradient Data To Predict Dnapl
Using Critical Gradient Data To Predict Dnapl
 
Groundwater Remediation Optimization - Neale Misquitta Patent
Groundwater Remediation Optimization - Neale Misquitta PatentGroundwater Remediation Optimization - Neale Misquitta Patent
Groundwater Remediation Optimization - Neale Misquitta Patent
 
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...
Coal Tar DNAPL Mass Removal - Monterey Conference, Neale Misquitta, Key Envir...
 
Mgp 2008 Conference
Mgp 2008 ConferenceMgp 2008 Conference
Mgp 2008 Conference
 

Beazer Mps Presentation Agency Support

  • 1. Monitored Natural Attenuation (MNA) – Monitored Plume Stability (MPS) Summary Presentation Notes Beazer East, Inc. - Mitchell Brourman Key Environmental, Inc. – Neale Misquitta Other Program Contributors
  • 2. MPS – Selected as Primary Remedy/Implemented – It’s Been Done Before  MPS selected as the primary groundwater remedy at:  Ritari Post and Pole Site in Sebeka, Montana  American Creosote Works Site in Jackson, Tennessee  Smeltertown Site in Salida, Colorado
  • 3. MPS - Implemented  MPS has also been implemented at:  Former Koppers Site in Kansas Ctiy - Groundwater  Champion International Site in Libby, Montana  Former Koppers Site in Oroville, California - Groundwater  Former Koppers Company Inc. Facility – Youngstown, Ohio – Groundwater and Sediments  Koppers Superfund Site – Chareston, SC, sediments (and groundwater?)  Koppers Company Inc. Facility – Florence, SC – groundwater.  Typically linked with site institutional controls and deed restrictions
  • 4. Creosote Sites – Kiilerich and Arvin  Data from 44 creosote impacted sites in Denmark demonstraes the viability of naturally occurring processes for reduction of groundwater constituent concentrations (Kiilerich and Arvin (1996).  Moreover, dissolved reoste concentrations are reduced below detection limits within 50 meters downgradient of the source.
  • 5. Creosote Sites – Godsy and Goerlitz (1986)  Godsy and Goerlitz report that natural attenuation of creosote compounds occurs downgradient of creosote sites. Concentrations of creosote compounds decrease in groundwater with increasing distacnce due to dispersion, sorption, and/or biological and abiotic degradation and because the cresosote or dissolved phase creosote compounds in the groundwate have reached an equilibrium with the presence of DNAPL creosote.
  • 6. Naphthalene - Biodegradation  U.S. EPA (Federal Register, Vol. 67, No. 106, June 3, 2002, p. 38238) made a preliminary determination not to regulate naphthalene with a National Primary Drinking Water Regulation because it occurs infrequently in public water supplies and when it does occur, it is not known to occur at levels of public health concern. EPA indicates that “usually naphthalene is not found in water because it evaporates or biodegrades quickly”.
  • 7. UST Plumes  Mace et al. (1997) Texas Bureau of Economic Geology Geological Circular 97-1 studied 605 underground storage tank sites and determined that, "Most benzene plumes (75 percent) caused by leaking underground fuel tanks are less than 250 ft long and impact an area of less than 49,000 feet squared as defined by the 10-ppb contour of benzene." The reason for the short plumes is natural attenuation including biodegradation. See attached.  These results are consistent with the Livermore study (Rice et al., 1995). They studied UST releases in California and concluded that, "Plume length estimates showed that average site plume lengths rarely exceed about 250 ft."
  • 8. Fuel Hydrocarbon Solute Plume Studies (cont’d) 1997 - Texas fuel hydrocarbon plume study  Mace et al -- Texas Bureau of Economic Geology  Evaluated historical data from 605 fuel sites Growing Unknown 3% 1% Shrinking 34% Stable 62% 75% of plumes < 250 feet long
  • 9. Texas Plume Study Plume Length Growing Unknown 3% 1% Shrinking 34% Plume Mass (ave. concentration) Stable 62% Unknown Growing n = 219 1% Stable 14% 27% Shrinking n = 227 58%