87th Air Base Wing Joint Base McGuire-Dix-Lakehurst Restoration - - PowerPoint PPT Presentation
87th Air Base Wing Joint Base McGuire-Dix-Lakehurst Restoration - - PowerPoint PPT Presentation
87th Air Base Wing Joint Base McGuire-Dix-Lakehurst Restoration Advisory Board 16 March 2017 87th Air Base Wing Review of Action Items Mr. Curtis Frye, P.E. Chief, JBMDL Environmental Restoration Program AFCEC/CZOE Action Items JBMDL
87th Air Base Wing
- Mr. Curtis Frye, P.E.
Chief, JBMDL Environmental Restoration Program AFCEC/CZOE
Review of Action Items
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Action Items
- JBMDL hosted a PFOS/PFOA Open House on
February 28, 2017 from 5:30-8 p.m. at the Christa McAuliffe Middle School cafeteria in Jackson Township
- Purpose was to inform the community on the
- ff-base drinking water sampling program
- Approximately 41 local community residents
attended
- For additional information, visit the JB MDL
PFOS/PFOA information page at http://www.jointbasemdl.af.mil/PFCs
87th Air Base Wing
Chris ten Braak, PM Parsons Remedial Investigation Lakehurst Proving Grounds and Bombing Targets Site ZZ0003 Parachute Jump Circle Bomb Target and Target Area A
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Meeting Agenda
- Roles and Responsibilities for Organizations conducting
the RI
- Site History of Lakehurst Proving Grounds
- Conceptual Site Model
- Review RI Data Collection
- Review RI Findings
- MEC Hazard Assessment
- Human Health RA
- Ecological RA
- RI Conclusion
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Key Project Organizations and Roles
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Organization Role
Joint Base McGuire-Dix-Lakehurst (JB MDL)
Project manager for the RI. Coordination with regulators
U.S. Army Corps of Engineers, Omaha District (CENWO)
Program manager for AF Civil Engineering Center
U.S. Army Engineering Support Center, Huntsville (USAESCH)
Implementing agency
Parsons Government Services Group Inc.
Prime contractor to USAESCH
Edgewood Chemical Biological Center (ECBC)
Air monitoring team, CA laboratory
Chemical, Biological, Radiological, Nuclear, and High-Yield Explosives (CBRNE) Analytical Remediation Activities (CARA)
CWM assessment and packaging
Project Manager for Non-Stockpile Chemical Materiel (PMNSCM)
CWM technical support and disposition
U.S. Environmental Protection Agency (USEPA)
Federal regulator
New Jersey Department of Environment Protection (NJDEP)
State regulator
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Site History
- 1915 -1917: Eddystone Ammunition Corporation proved out projectiles
for Russian Imperial Government on 4,000 acres near Lakehurst village – Testing of 3-inch shrapnel projectiles, 75-mm projectiles, high- explosive projectiles, time fuzes, and shrapnel projectiles
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Site History
– 1917 - 1921: U.S. Army Ordnance Department (Chemical Warfare Service) testing chemical projectiles on the Lakehurst Proving Ground ranges – Including mustard, phosgene, and chloropicrin – 75mm, 4.7-inch, 105mm, 155mm, 8-inch, Stokes mortars, and Livens projectors
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Site History
1930s-1940s: West Range used for Navy practice bombing
including miniature and practice bombs containing marker
- charges. Documents show that live bombs were dropped on the
Parachute Jump Circle, although considerable effort was expended to recover these items
Bombing and testing ceased in 1945
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Previous Investigation
Site Inspection:
Digital geophysical mapping (DGM) along 3-foot-wide
transects (at a spacing of 30-feet between transects)
Surface soil sampling Groundwater sampling
Recommended an RI to:
Investigate subsurface
anomalies in DGM data
Conduct soil sampling
biased toward CWM/MEC
Collect additional
groundwater samples
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Conceptual Site Model
Land Use and Receptors
PJCBT = 40 acres Target Area A = 22 acres Located within 290-acre Parachute Jump Circle:
- Current Use: Payload drop training and quarterly mowing
- Land use controls: intrusive activities prohibited (unless the
location is cleared and authorized for the proposed activity)
- Future Use: No nonmilitary use
- Receptors: residents (hypothetical)
commercial/industrial workers military or civilian personnel conducting parachute training authorized site visitors ecological receptors
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Remedial Investigation
Objectives and Tasks
1) Characterize CWM/MEC
- Are CWM and/or MEC present? If so, what types?
Intrusive investigation of subsurface anomalies
2) Characterize chemical agent (CA) and munitions constituents (MC) contamination in the subsurface
- Is CA/MC present in subsurface soil at concentrations
that pose unacceptable risks to human or ecological receptors?
Biased sampling underneath intact MEC/CWM Analysis = CA, ABPs, explosives, and metals
- Is CA/MC present in groundwater at concentrations that
pose unacceptable risks to human receptors?
Groundwater well installation and sampling Analysis = CA, ABPs, explosives, and total metals
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Intrusive Investigation Results
Intrusive investigation of selected subsurface anomalies
- 385 at PJCBT
- 391 at Target Area A
2 CWM Items 35 UXO Items 658 MD items 8 Disposal Pits
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CWM ITEMS Found
75mm Projectile (50% mustard filled) CWM – Livens Projector (50% phosgene filled)
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SOIL INVESTIGATION
- Soil sampling underneath CWM/MEC was conducted at both
investigation areas.
- Collection and analysis of additional soil samples based on results
- f sampling.
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Seven groundwater wells installed
Groundwater sampling to evaluate potential MC impacts from the limited soil contamination identified at the investigation areas during the SI No exceedances of screening values detected in groundwater samples
GROUNDWATER INVESTIGATION
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- MEC HA Score is “Hazard Level 2”. This hazard level indicates an area
with “high” potential explosive hazard conditions.
- Based on the confirmed presence
- f subsurface CWM and MEC,
a potential exists for both CWM and explosive hazards throughout PJCBT and Target Area A.
Explosive Hazard Assessment
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Risk Assessment for Soil
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Human Health Risk Assessment in subsurface soil
- No chemicals of concern (COCs) were identified at the sampled
locations
- Unacceptable risks to human health are not expected at these
sampled locations Ecological Risk Assessment in subsurface soil
- Antimony, copper, lead and zinc identified as COPECs.
- These COPECs present potentially unacceptable risk to
ecological receptors.
- Note: The sampling approach was biased to CWM/MEC
locations and, therefore, likely overestimate the exposure level.
- Additionally, copper appeared to be correlated to demolition and
were confirmed to be highly localized.
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RI Conclusions
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PJCBT and Target Area A
- CWM/MEC hazards identified, potential exists for both CWM and explosive
hazards throughout the investigation areas.
- Eight disposal pits identified (revision to the CSM).
- No unacceptable Human Health Risk identified for Groundwater.
- No unacceptable Human Health Risk identified for sampled locations*
- Potential unacceptable risk to ecological receptors for antimony, copper, lead and
zinc in soils at CWM/MEC locations.
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RI Recommendations
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Based on the presence of CWM/MEC hazards and ecological MC Risks, an FS is recommended to evaluate possible remedial actions.
87th Air Base Wing
- Mr. Tom Crone, Deputy Project Manager
ARCADIS
Update on McGuire Operable Units 1 and 3 Landfill Sites
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Agenda (OU1 and OU3 Landfill Sites)
Overall Project Status Site location and nomenclature Site history and current conditions Discussion of pertinent site data (OU1 only) Discussion of the Remedial Alternative Development
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OU1
- Feasibility Study being
reviewed by the Air Force
OU3
- Feasibility Study has been
reviewed by EPA and is being finalized
- Proposed Plan is being
reviewed by the Air Force
Overall Project Status
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Location and Nomenclature Operable Unit 1 (OU-1)
Operable Unit 1 (OU-1), Landfill Sites
- LF-03 – Landfill No. 2
- LF-04 – Landfill No. 3
- ST-07 – Former Defense
Reutilization Marketing Office (DRMO)
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OU-1 Site History (LF-03,ST-07, and LF-04)
LF-03/ST-07
- Operated from 1950 - 1960s
- Trench and fill
- Mixed municipal waste
- Generally a continuous waste mass
- ST007: PCB removal action conducted during 2011
LF-04
- Operated for a shorter duration 1956/57
- Eight discrete waste burial pits
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OU-1 Recent Investigations
LF-03
- Baseline Ecological Risk Assessment
- Surface water sampling and culvert investigation
- Installation of a new monitoring well
- Two rounds of groundwater sampling
- Slope stability analysis and landfill cover assessment
LF-04
- Baseline Ecological Risk Assessment
- Surface water sampling
- Two rounds of groundwater sampling
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OU-1 Current Site Conditions
LF-03
- Generally flat with the exception of the North Run
Embankment
- Mixed open fields with heavy vegetation
- North Run embankment
- Groundwater flows to the North Run
LF-04
- Gently sloping topography and heavily forested
- Bisected by Defense Access Highway
- Groundwater flows to the North Run
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OU1 – Site Layout (LF-03/ST-07)
LF-03 ST-07
Groundwater Flow
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Current Landfill Cover Conditions LF-03/ST-07
Photo taken 01/2015; facing west
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Current Landfill Cover Conditions North Run Embankment
Photo taken 01/2015; facing north toward North Run
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North Run Adjacent to LF-03
Photos taken on 11/23/2016
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North Run Culvert (LF-03)
Photo taken on 04/2015
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OU-1 – Site Layout (LF-04)
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Landfill Cover Condition LF-04
Photo taken on 04/2015
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North Run LF-04
Photos taken on 04/2015
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OU-1 Feasibility Study (FS) Summary and Alternative Development
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Alternative1 Summary
Alternative 1: No Action
- Required
- Establishes a baseline to compare the other alternatives
Alternative 2: Optimized Soil Cover
- Ensure a minimum 1 ft to 2 ft of existing soil cover over the
buried waste
- Conduct a landfill cover verification investigation
- LF-03: Stabilize slope along North Run embankment
Alternative 3: 2 Foot (ft) Soil Cover
- Install a 2-ft soil cover over the waste, regardless of existing
soil cover
- Prevents direct contact of buried waste, does not prevent
infiltration of stormwater through waste
- Clear cut forests at both sites to prepare for cap installation
- LF-03: Stabilize slope along North Run embankment
Alternative 4: RCRA Subtitle D Landfill Cover
- Install a 2-ft thick RCRA Subtitle D Cover
- Typical landfill cover with impermeable layers
- Prevents infiltration of stormwater
- LF-03: Stabilize slope along North Run embankment
1Only the substantively different aspects of the proposed alternatives are discussed
Proposed Remedial Alternatives OU-1
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Alternative 2 - Optimized Soil Cover: LF-03/ST-07
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Subgrade Plan for Alternatives 3 and 4: LF-03/ST-07
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Grading Plan for Alternatives 3 and 4: LF-03/ST-07
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Alternative 2 - Optimized Soil Cover: LF-04
Key Assumption: only a portion of the buried waste will need additional cover
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Subgrade Plan for Alternatives 3 and 4: LF-04
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Final Grading Plan for Alternatives 3 and 4 LF-04
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OU-1 Path Forward
Date Activity March 2017 Draft FFS submitted for regulatory review June 2017 Finalize FFS Oct 2017 Finalize Proposed Plan April 2018 Finalize Record of Decision
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Operable Unit 3 (OU-3) Discussion
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Location and Nomenclature Operable Unit 3 (OU-3)
Operable Unit 3, Landfill Sites
- LF-02 – Landfill No. 4
- LF-19 – Landfill No. 5
- LF-20 – Landfill No. 6
- WP-21 – Former Waste Water
Treatment Plant Disposal Area
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Operable Unit 3 (OU-3) Site History
Operational Dates
- LF-02 (Landfill No. 4): 1958 and the early 1970s
- LF-19 (Landfill No. 5): 1970 to 1973
- LF-20 (Landfill No. 6): 1973 to 1976
- WP-21(Former Waste Water Treatment Plant
Disposal Area): 1970’s to 1980’s; decommissioned in 1994
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Operable Unit 3 (OU-3) Recent Investigations
Additional 11 monitoring wells installed during 2012 Additional groundwater sampling – two rounds during 2016 Annual landfill inspections conducted for 2015 and 2016
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Operable Unit (OU-3) – Site Layout
LF-19 LF-20 LF-02 WP-21
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Current Landfill Cover Conditions
LF-02: Photo taken 11/2016; facing southeast LF-19: Photo taken 11/2016; facing southeast
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Alternative1,2 Summary
Alternative 1: No Action
- Required
- Establishes a baseline to compare the other alternatives
Alternatives 2, 3, 4: 2-ft Soil Cover
- Similar to the soil cover proposed at OU-1
- Install a 2-ft soil cover over the waste, regardless of existing
soil cover
- Soil removal for Alternative 3
Alternative 5, 6, 7: RCRA Subtitle D Landfill Cover
- Similar to the cap proposed at OU-1
- Install a 2-ft thick RCRA Subtitle D Cover
- Typical “landfill” cover
- Prevents infiltration of stormwater
- Soil removal for Alternative 6
1Only the substantively different aspects of the proposed alternatives are discussed 2Individual alternatives are proposed for the three landfill sites but use consistent technologies
Proposed Remedial Alternatives OU-3
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OU-3 Soil Removal for Alternatives 3 & 6
LF-02
WP-21
WP-21
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OU-3 Surface Water Sample Locations
LF-19 LF-20 LF-02 WP-21 SW-A SW-B SW-C
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OU-3 Path Forward
Date Activity Oct 31, 2016 Revised Draft Final FS submitted for regulatory review March 2017 Finalize FS July 2017 Finalize Proposed Plan Sept 2017 Finalize Record of Decision
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OU-1 Use of a Presumptive Remedy Question: What is a presumptive remedy Answer: Preferred technologies for common categories
- f sites (e.g., landfills)
Presumptive remedies streamline the remedy selection
process (i.e., removal not considered as an option)
Evaluates technologies that are best suited for the site Ensures consistent selection of remedial actions Landfill sites must exhibit “appropriate”
characteristics for applicability of a presumptive remedy (e.g., type of waste, volume, low risks/hazards)
87th Air Base Wing
- Mr. Tom Crone, Deputy Project Manager
ARCADIS
Update on Lakehurst Sites
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Agenda Lakehurst Sites
Site location and history Recent findings and activities Planned future activities
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Lakehurst Study Areas
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Area A/B (AT014, LF029, LF042, TT013) and Area C (AT016 and TT017) Discussion
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Areas A/B and C Area A/B Area C
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Area A/B
Variety of industrial and training facilities including a fuel farm and landfills Pump and treat system and air sparge/soil vapor extraction systems operated
from 1995 to 2014 to treat groundwater and soil
Plume stability study completed 2014-2016. Volatile organic compounds are
present in groundwater
Routine groundwater monitoring is ongoing
Area C
Variety of industrial and training facilities including a fuel farm and a fire
training area
Pump and treat system and air sparge/soil vapor extraction systems operated
from 1995 to 2014 to treat groundwater and soil
Plume stability study completed 2014-2016. Volatile organic compounds are
present in groundwater
Routine groundwater monitoring is ongoing
Areas A/B and C Site History
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2016 Five Year Review found remedy to be protective and
recommended completing the MNA/PSS, and updating the contaminant of concern lists for groundwater and TT013 soil
Area A/B
- TT013 and LF042:
Plume stability study found additional AS/SVE is needed to achieve
RGs by 2021
Pre-design sampling in 2016 provided input for design and confirmed
TT013 soils are above RGs
Design to expand AS/SVE treatment is being reviewed by EPA Semi-annual sampling of 17 wells completed in April and October 2016
Five wells had contaminants above RGs in October
Areas A/B Recent Findings and Activities
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Area A/B (continued)
- LF029 and AT014:
Plume stability study found MNA will achieve RGs by 2021 Semi-annual sampling of 9 wells completed in October
One well had a contaminant above RGs in October
Areas A/B Recent Findings and Activities
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Areas A/B October 2016 Results
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TT013 System Expansion
Current System Footprint
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Area C
- AT016 and TT017:
Plume stability study found Additional AS/SVE is needed to
achieve RGs by 2021
Pre-design sampling in 2016 provided input for design and
confirmed AT016 and TT017 soils are below RGs
Design to expand AS/SVE treatment is being reviewed by EPA Semi-annual sampling of 26 wells completed in April and
October 2016
Eight wells had contaminants above RGs in October
Area C Recent Findings and Activities
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Area C October 2016 Results
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Area A/B and C
- Continue routine groundwater sampling at all sites
- Expand treatment systems at TT013, LF042, AT016 and
TT017
Drilling should start in May/June 2016 Systems operational by August 2017
- Submit ESD to update contaminant of concern list and
remedial goals
- Submit ESD to document no further action for soils at AT016
and TT017
Arcadis’ contract requires achievement of remedial goals by 2021
Areas A/B and C Planned Future Activities
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Area D (LF031) Discussion
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Area D Area D
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Site reported received sanitary waste (trash) in 1960 or
1961
Landfill closed and capped in 1980 Record of Decision (ROD) in 1993 for no action with
groundwater monitoring
Chlorinated volatile organic compounds are present in
groundwater
Routine groundwater monitoring is ongoing 2016 Five Year Review found remedy to be protective and
recommended updating the contaminant of concern list
Area D Site History
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Annual sampling of 6 wells in November 2016 Decreasing or stable trends in groundwater concentrations Two wells had contaminant concentrations above remedial
goals
- 1,4-dichlorobenzene detected at 6 ug/L vs RG of 2 ug/L
- Chlorobenzene detected at 8.2 ug/L vs RG of 5 ug/L
Area D Recent Findings and Activities
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Area D 2016 Results
Contaminants exceeding RGs in 1993
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Area D Planned Future Activities
Continue annual sampling of six wells Schedule
May 2017: EPA/DEP complete review of 2016 Report November 2017: Collect annual samples January 2018: Submit 2017 Report
Arcadis’ contract includes monitoring through 2024, but groundwater remedial goals may be achieved earlier than expected
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Area H (DP032) Discussion
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Area H Area H
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Grass covered and forested areas bordered by wetlands. Site includes
launching ends of five test tracks and several maintenance buildings
A ROD for DP032 signed in 1996 for operating a pump and treat
system
Sources of contamination included former drainage systems and spills
where fuel was drained from jet engines.
Lead, benzene, toluene, ethylbenzene, xylenes, and naphthalene were
identified in the ROD
Chlorinated volatile organic compounds and petroleum hydrocarbons
are present in groundwater
Routine groundwater monitoring and system operation is ongoing 2016 Five Year Review found remedy to be protective and
recommended optimizing the system and updating the contaminant of concern list
Area H Site History
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Semi-annual sampling of 10 wells in April 2016 and 20
wells in October 2016
Decreasing or stable trends in groundwater concentrations Two wells had contaminant concentrations above remedial
goals in April and seven wells had contaminant concentrations above remedial goals in April
- Ethylbenzene detected at 35 to 190 ug/L vs RG of 5 ug/L
- Xylenes detected at 7.1 to 240 ug/L vs RG of 2 ug/L
- Naphthalene detected at 4.1 to 210 ug/L vs RG of 2 ug/L
System treated 13.6M gallons of water in 2016
Area H Recent Findings and Activities
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Area H November 2016 Results
Contaminants exceeding RGs in 1990
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Continue semi-annual sampling of 10 and 20 wells Continue operation of pump and treat system Schedule
May 2017: EPA/DEP complete review of 2016 Report November 2017: Collect annual samples January 2018: Submit 2017 Report
Arcadis’ contract includes operation and monitoring through 2024
Area H Planned Future Activities
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Area I/J (OW006) Discussion
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Area I/J Area I/J
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Developed land used for testing of aircraft launching and
recovery activities since 1958
Record of Decision in 1999 Chlorinated volatile organic compounds are present in
groundwater
Routine sampling for monitored natural attenuation is
- ngoing
2016 Five Year Review found remedy to be protective and
recommended updating the contaminant of concern list
Area I/J Site History
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Annual sampling of 28 wells in November 2016 Decreasing or stable trends in groundwater concentrations Nine wells had contaminant concentrations above remedial
goals
- PCE detected between 2.7 and 7.1 ug/L vs RG of 1 ug/L
- TCE detected between 1.3 and 37 ug/L vs RG of 1 ug/L
- Cis-1,2-DCE detected between 3.0 and 41 ug/L vs RG of 1
ug/L
Area I/J Recent Findings and Activities
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Area I/J 2016 Results
Contaminants exceeding RGs in 1992
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Area I/J Cis-1,2-DCE trends at well NI
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Area I/J Trends at well NI
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Continue annual sampling of 28 wells Schedule
May 2017: EPA/DEP complete review of 2016 Report November 2017: Collect annual samples January 2018: Submit 2017 Report
Area I/J Planned Activities and Schedule
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Area K (SA004) Discussion
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Area K Area K
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Grass covered, densely forested areas bordered by
- wetlands. Site includes receiving ends of five test tracks
and several maintenance shops
Record of Decision in 1997 for limited pumping of
groundwater with sprinkler irrigation and monitor contaminants through sampling and analysis
Chlorinated volatile organic compounds and petroleum
hydrocarbons are present in groundwater
Routine groundwater monitoring is ongoing 2016 Five Year Review found remedy to be protective and
recommended updating the contaminant of concern list
Area K Site History
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Annual sampling of 9 wells in November 2016 Decreasing or stable trends in groundwater concentrations Two wells had contaminant concentrations above remedial
goals
- TCE detected at 1.7 ug/L vs RG of 1 ug/L
- Cis-1,2-DCE detected at 2.6 ug/L vs RG of 1 ug/L
Area K Recent Findings and Activities
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Area K 2016 Results
Contaminants exceeding RGs in 1997
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Continue annual sampling of nine wells Schedule
May 2017: EPA/DEP complete review of 2016 Report November 2017: Collect annual samples January 2018: Submit 2017 Report
Arcadis’ contract includes monitoring through 2024, but groundwater remedial goals may be achieved earlier than expected
Area K Planned Future Activities
87th Air Base Wing
- Mr. Tom Crone, Deputy Project Manager
ARCADIS
JB MDL PBR CONTRACT UPDATE
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McGuire Summary
NPL Site Status
OU# Description Final FS Final PP Final ROD OU1 3 Landfill Sites Under AF review Winter 2017 Spring 2018 OU2 10 Industrial Sites Fall 2017 Spring 2018 Summer 2018 OU3 4 Landfill Sites EPA/NJDEP comments addressed—under final review Under AF review Planned for Summer 2017 Fall 2017 OU4 1 Jet Fuel Storage site Fall 2017 Spring 2018 Summer 2018 OU5 3 Misc. Sites Winter 2017 Spring 2018 Fall 2018 OU6 Fuel Spills under Apron Fall 2017 Spring 2018 Fall 2018 OU7 4 Industrial Sites Winter 2017 Summer 2018 Winter 2019 OU8 5 Sites on the Airfield Winter 2017 Summer 2018 Winter 2019
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McGuire Summary
NPL Site Progress since the December RAB
- Data from significant 2016 field events integrated into FS technical
memo’s
- OU6, OU7, and OU8 Final RI reports submitted for Air Force review
- OU1 and OU3 FS under Air Force (OU1) or regulatory (OU3) review
- OU2 and OU4 FS under development (OU4 to be submitted to the Air
Force this month)
- OU3 Proposed Plan under Air Force review
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McGuire Summary
NPL Sites (Continued)
- Pilot scale tests of potential
remedies under evaluation at OU7 and OU8
- In-Situ Microcosms (bench scale
testing) evaluation will be complete in April
- Field scale pilot testing for in-situ
bioremediation planned for summer 2017
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McGuire State Led Petroleum Storage Sites General
All sites are in remedial action and moving toward close out in the future
Remedies include:
- Monitored Natural Attenuation
- Four sites in second year of remedy (CF011; SS015; TU020; TU025)
- AS/SVE
- One site (TU013)—operating and removing petroleum contamination
- ISCO
- One site (TU018)—initial injections complete
- Biosparging
- One site (TU023) – construction complete
- Source excavation/MNA
- TU003 currently being excavated and will be in MNA only by May 2017
- SS502 planned for sediment/soil removal action in late 2017
Site Closeout
- One site closed (DP501-Bld. 1907)
- 2016 Annual report recommends site close-out at TU022 and TU033
- Close out by administrative transfer to NPL sites in 2017 at SS015 and TU029
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McGuire State Led Petroleum Storage Sites: TU013 (UST E112)
- Air Sparge/Soil Vapor Extraction at
TU013 has been running since summer 2016
- Petroleum mass recovered to date is
275 pounds
- Operation planned to continue for 1 to
2 years
TU013 (UST E112) – Cumulative Mass Removed (lbs)
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McGuire State Led Petroleum Storage Sites TU003
Former Army & Air Force Exchange Gasoline Station
- Located near the former main base
entrance (Wrightstown-Cookstown Road and East Arnold Ave)
- Underground fuel storage tanks were
removed in the 1990’s
- Soil and groundwater contamination
documented at the site
- Original plan under the PBR was for an
AS/SVE system but subsurface conditions were not permeable enough
- Excavation of contaminated soils and
placement of Oxygen Release Material (ORM) is ongoing followed by MNA
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McGuire State Led Petroleum Storage Sites TU023
Former Pumphouse B1707
- Located off the main aircraft apron
- Six JP-4 USTs (installed in 1957) were
removed in 1999.
- Jet fuel compounds were documented in
the post excavation soil samples
- Biosparging is the selected remedy at
this site (similar to an AS/SVE system injection oxygen into the ground to enhance degradation of contaminants)
- System was installed in January 2017
and is undergoing start-up and shakedown testing
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BOMARC Update
Feasibility Study under NJDEP review OT016 (Missile Launcher),
WP005 (JP-X Discharge Pit), and ST015 (MOGAS UST)
BOMARC SITE
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BOMARC OT-16/WP005 SCHEDULE
Feasibility Study
- Draft FS to NJDEP September 2016 and under review
- Final FS May 2017
Proposed Plan
- Final PP (and public meeting) November 2017
Record of Decision
- Final ROD May 2018
Remedial Action
- Winter 2018/2019
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Dix Update
Air Sparge Systems (TU019a—Former Taxi Stand) AS/SVE systems operational at all three sites.
0.00 50.00 100.00 150.00 200.00 250.00 300.00 350.00 400.00 Mass Recovered (lbs)
TU019a - Cumulative Mass Recovered (lbs)
Cumulative Mass Recovered (lbs)
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Dix Update
Air Sparge Systems (TU970—Bld. 6045) AS/SVE systems operational at all three sites.
0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 Mass Recovered (lbs)
TU970 - Cumulative Mass Recovered Over Time
Cumulative Mass Recovered (lbs)
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Dix Update
Air Sparge Systems (NW044—Bld. 5136) AS/SVE systems operational at all three sites.
0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 160.00 180.00 200.00 Mass Recovered (lbs)
NW044 - Cumulative Mass Recovered (lbs)
Cumulative Mass Recovered (lbs)
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Lakehurst Update
Provided earlier tonight
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Basewide Activities
Base-wide Well Inspection Ongoing (Well FT at Area D)
Biennial well survey
completed
- ~2000 monitoring
wells at JB MDL
- All have been
inspected and will be repaired as needed
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Basewide Activities
Land Use Controls
All sites have been
inspected and 2016 Certification Report under AF review
Replace or delete
picture LF010
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RAB Agenda Ideas
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Tentative RAB date: 2017 schedule is to be determined Suggested agenda topics
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