Fact Sheets

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Revised Draft Feasability Study Demo 1 Groundwater Operable Unit

June 2004                                                 Fact Sheet 2004-04

Demolition Area 1

Demolition Area 1 is a 7.4-acre site located approximately one mile south of the Camp Edwards Impact Area. Demo 1 is located in a natural topographic depression or kettle hole. The site was used from the mid 1970s to late 1990s primarily for open burning and disposal of munitions, and training of explosive munitions disposal technicians.

Groundwater Study Program investigations have identified and delineated a plume of groundwater contamination emanating from the Demo 1 site that extends more than 9,200 feet west. It is approximately 1,400 feet wide and 100 feet deep in the aquifer. Specific contaminants of concern for groundwater at Demo 1 include the explosives chemicals RDX and TNT, and perchlorate, a water-soluble salt used as an oxidizer.

Detections of RDX in the Demo 1 plume range from the detection limit of 0.25 parts per billion (ppb) to 370 ppb. Perchlorate detections range from the detection limit of 0.35 ppb to 500 ppb.

The lifetime federal health advisory for RDX in drinking water is 2 ppb. There currently is no federal or state drinking water standard for perchlorate. EPA interim guidance on perchlorate would equate to a range of 4 to 18 ppb in drinking water. The MADEP perchlorate advice level for sensitive populations (children, pregnant women and individuals with hypothyroidism) is 1 ppb.

Demo 1 Map

Feasibility Study

The Feasibility Study is the formal process used to evaluate and select final cleanup solutions for the reduction and cleanup of contamination from a site. The EPA Administrative Order requires the development of a range of remedial alternatives that reduce contaminant concentrations to different cleanup goals within different timeframes.

The Revised Draft Feasibility Study Demo 1 Groundwater Operable Unit evaluates six alternatives proposed by the Impact Area Groundwater Study Program for addressing groundwater contamination at Demo 1 (See attached). Following a public comment period (see page 4) an alternative will be selected and presented to the public for review before finalization of the Remedy Selection Plan for Demo 1 groundwater cleanup.

The six alternatives presented in the Revised Draft Feasibility Study Demo 1 Groundwater Operable Unit are designed to prevent the potential ingestion of water containing contaminants that represent an unacceptable human health risk and to restore the aquifer to its beneficial use as a drinking water supply within a reasonable timeframe.

Evaluation Criteria

The Revised Draft Feasibility Study Demo 1 Groundwater Operable Unit evaluates and compares the six alternatives with respect to the following criteria:

  • Overall protection of human health and the environment. This includes prevention of the movement of contaminants into the aquifer and its preservation as a public drinking water supply.
  • Compliance with regulations
  • Long-term effectiveness and permanence of cleanup
  • Reduction of toxicity, mobility and volume of contamination through treatment
  • Short-term effectiveness of cleanup action
  • Ability to implement
  • Cost to implement

Two other criteria - state and community acceptance - will be accessed based upon input to the Revised Draft Feasibility Study.

Proposed Alternatives

All six alternatives include long-term monitoring and implementation of legal or other measures to prevent groundwater use for any water supply purpose until the remedial goals are achieved. The extraction, treatment and reinjection systems will all use granular activated carbon and ion exchange resin to remove contaminants.

[Please click here to see a summary table detailing the design alternatives for remediating RDX and Perchlorate.]

Alternatives 2 - 6 also include a new permanent structure to house the treatment system.

Variations in the alternatives include:

Alternative 1 - Minimal Action

Alternative 1 is a minimal action alternative. This alternative calls for:

  • Operation of the two Rapid Response Action extraction, treatment and reinjection systems being installed at Frank Perkins Road and Pew Road for four years, after which the extraction, treatment and reinjection system would be shut down.
  • Installation of six additional monitoring wells for long-term monitoring of the groundwater plume.
  • Periodic monitoring at 12 of monitoring wells.

Alternative 2 - Baseline

Alternative 2 provides a baseline alternative that makes use of the Rapid Response Action systems as a final cleanup solution. (See the Alternative 2 - Baseline Map.) This alternative includes:

  • Continued operation of the two Rapid Response Action extraction, treatment and reinjection systems.
  • Extraction of groundwater at the total pumping rate of 320 gallons per minute (gpm).
  • Recharge of the treated groundwater into the aquifer using three injection wells.

This alternative would return groundwater to regulatory and risk-based concentrations for contaminants of concern within 36 years.

Regulatory and risk-based concentrations for the contaminants of concern are:

  • RDX - 0.6 ppb
  • TNT - 2 ppb
  • Perchlorate - 1 ppb

Alternative 3 - Background

Alternative 3 provides an alternative that would be expected to return groundwater to regulatory and risk-based concentrations for the contaminants of concern in less than 23 years and the alternative goal of background levels in less than 30 years. (See the Alternative 3 - Background Map.)

This alternative would include:

  • Continued operation of the two Rapid Response Action extraction, treatment and reinjection systems
  • Installation of two additional extraction wells.
  • Extraction of groundwater from the four wells at a total pumping rate of 472 gpm.
  • Recharge of treated groundwater into the aquifer using a total of four injection wells (three from Rapid Response Action systems plus one new well)

Proposed background levels 0.25 ppb for RDX and TNT and 0.35 ppb for perchlorate.

Alternative 4 - 10 Year

Alternative 4 provides the most aggressive cleanup scenario evaluated in this Feasibility Study. It is designed to achieve regulatory and risk-based standards for the contaminants of concern within 10 years. (See the Alternative 4 - 10 Year Map.) This alternative calls for:

  • Continued operation of the two Rapid Response Action extraction, treatment and reinjection systems.
  • Installation of three additional extraction wells.
  • Extraction of groundwater from the five wells at a total pumping rate of 1417 gpm.
  • Recharge of the treated groundwater into the aquifer using a total of four injection wells (three Rapid Response Action wells plus one new well).

The following Additional Alternatives present design variations that also achieve regulatory and risk-based concentrations for contaminants of concern.

Alternative 5 - Additional Alternative A

Alternative 5 provides a variation of Alternative 4 that is expected to achieve regulatory and risk-based standards for the contaminants of concern within approximately 14 years, by reducing pumping rates. (See the Alternative 5 - Additional Alternative A Map.) This alternative calls for:

  • Continued operation of the two Rapid Response Action extraction, treatment and reinjection systems
  • Installation of three additional extraction wells
  • Extraction of groundwater at a total pumping rate of 906 gpm.
  • Recharge of the treated groundwater into the aquifer using a total of four injection wells (three Rapid Response Action wells, plus one new well)

Alternative 6 - Additional Alternative B

Alternative 6 provides a design that is expected to return groundwater to regulatory or risk-based standards for the contaminants of concern in approximately 13 years. (See the Alternative 6 - Additional Alternative B Map.) This alternative includes:

  • Continued operation of the two Rapid Response Action extraction, treatment and reinjection systems
  • Installation of four new extraction wells
  • Extraction of groundwater at a total pumping rate of 981 gpm
  • Recharge of the treated groundwater into the aquifer using a total of four injection wells (three Rapid Response Action wells plus one new well)

Next Steps/Upcoming Activities

Next steps toward conducting the Rapid Response Action for groundwater at the J-3 Range include:

  • Conduct a public comment period on the Draft J-3 Range Groundwater Rapid Response Action Plan (6/22/04 – 7/7/04)
  • Incorporate regulatory and public comments into the Rapid Response Action Plan (June/July 2004)
  • Finalize the Rapid Response Action Plan (late July 2004)

Opportunities for Public Comment

There will be opportunities for the public to provide comment on the Revised Draft Feasibility Study Demo 1 Groundwater Operable Unit and the Draft Remedy Selection Plan for Demo 1 Groundwater Operable Unit. A 15-day public comment period will be held on the Revised Draft Feasibility Study June 22 - July 7, 2004. Information on the 30-day public comment period for the Remedy Selection Plan will be announced when the Plan is ready for review.

During public comment periods, comments can be submitted as follows:

  • On the Groundwater Study Program Web site
  • By fax to 508-968-5286
  • By mail to:
    IAGWSP
    PB0515 West Outer Road
    Camp Edwards, MA 02542-5003
  • By e-mail to: kristina.curley@ma.ngb.army.mil
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