GROUNDWATER REMEDIATION PROGRAM AT

BROOKHAVEN NATIONAL LABORATORY

UPTON, NEW YORK

 

T.W. Burke1, W.R. Dorsch2, R.F. Howe1, D.B. Bennett2, D.E. Paquette2,

V.J. Racaniello1, K.C. Klaus2, and M.G. Hauptmann1

 

Environmental Restoration1

Environmental and Waste Management Services Division2

Brookhaven National Laboratory

Upton, New York 11973

 

 

Introduction

 

The primary mission of BNL’s Environmental Restoration Program is to remediate soil and groundwater contamination, and to prevent additional contamination from migrating off the BNL site.  The cleanup goals for groundwater are to: 1) prevent or minimize plume growth, and 2) reduce contaminant concentrations in the Upper Glacial aquifer to below regulatory standards within 30 years.  The extent of volatile organic compound (VOC) and radionuclide contamination in groundwater in the central and southern areas of BNL is shown on Figure 1.

 

Since the beginning of active groundwater remediation in 1997, more than 2,948 pounds of VOCs have been removed from the groundwater and over four billion gallons of treated water has been returned to the aquifer (Table 1).  It is expected to take up to 10 years of aquifer treatment before widespread improvements in groundwater quality at BNL are achieved.  Even so, some noticeable improvements in groundwater quality are evident by the successful cleanup of the Operable Unit (OU) IV VOC plume, and the reduction in size of the OU I and OU III VOC plumes and the High Flux Beam Reactor (HFBR) tritium plume.  Active groundwater remediation activities are expected to continue until the year 2025.

 

Treatment System Capacity

 

To restore groundwater quality in the Upper Glacial aquifer within the 30-year cleanup timeframe, BNL has plans to construct seventeen groundwater treatment systems with a total treatment capacity of about 4,500 gpm.  Fourteen of these systems are designed to treat VOC contamination, whereas the remaining three will treat or control radionuclide contamination (e.g., strontium-90 and tritium).  To date, eight of the seventeen planned groundwater treatment plants have been constructed, with a total groundwater cleanup treatment capacity of 2,575 gpm.  Six groundwater remediation systems are currently in operation.  In 2000 and 2001, two treatment systems (the OU IV Air Sparging/Soil Vapor Extraction (AS/SVE) system, and the HFBR Pump & Recharge System) were placed in standby mode, because they substantially met their cleanup goals.   Figure 1 shows the locations of the current and planned groundwater treatment systems.

Figure 1:  Extent of groundwater contamination and locations of current and planned groundwater treatment systems (Note: the OU V eastern VOC plume and HFBR tritium plume are not shown).

 

 

 

Table 1: Groundwater Remediation Systems Treatment Summary for 1997 – 2001.

 

 

 

Remediation System

Water Treated

 

VOCs Removed

 

 

(Gallons)

 

(Pounds)

 

OU III South Boundary

1,558,436,850

 

1,709

 

OU III Industrial Park (a)

390,693,000

 

448

 

Carbon Tetrachloride (a)

88,337,300

 

236

 

OU I South Boundary

1,740,939,000

 

254

 

HFBR Tritium Plume (b)

241,528,000

 

180

 

OU IV AS/SVE (d)

(c)

 

47

 

Building 96

24,238,416

 

35

 

Middle Road

55,353,550

 

39

 

Total

4,099,526,116

 

2,948

 

Notes:

 

 

 

 

(a) Treatment system not installed/operational until 1999.

 

 

(b) System was shut down and placed in standby mode on September 29, 2000.

 

(c) Air Sparging/Soil Vapor Extraction system performance measured by pounds of VOC removed per cubic feet of air treated.

 

(d) System was shut down and placed in standby mode in January 2001. 

 

 

 

Treatment Methods for VOCs

 

In general, three types of remediation systems are used to treat VOC contaminated groundwater at BNL: 1) conventional pump and treat systems; 2) re-circulation systems with in-well air stripping or carbon treatment; and 3) air sparging/soil vapor extraction.  Table 2 provides a summary of treatment methods being used or to be employed at each of the operating and planned remediation systems.

 

Pump and treat remediation consists of pumping groundwater from the plume up to the surface and piping it to a treatment system. The two types of treatment utilized at BNL are air stripping and granular activated carbon. Treated water then is introduced back into the aquifer via recharge basins, injection wells or dry wells. Pump and treat is a standard environmental cleanup industry technology, and particularly lends itself to on-site applications at BNL where noise generated by conventional air stripper towers and space limitations for the recharge of treated water is not an issue.

 

Re-circulation wells with in-well air stripping are an innovative groundwater remediation technology.  Re-circulation wells are particularly attractive as an alternative in some off-site residential areas, where methods for the recharge of treated water by conventional treatment systems are important limiting factors.  This technology is based on a remediation well with two hydraulically isolated screen zones set some distance apart. Contaminated water is pumped up from the deeper zone in the contaminant plume, and treated below the ground surface with a shallow tray air stripper.  The treated water then is returned to the aquifer via the shallow recharge screen. Off gas generated by the air stripping process is passed through granular activated carbon and is sent back to the in well air strippers for reuse.

 

Soil and groundwater contaminated by a 1977 fuel oil/solvent spill at BNL’s major petroleum storage facility were treated utilizing an air sparge/soil vapor extraction (AS/SVE) system.  The system was in operation from 1997 until January 2001.  This system consisted of 48 air sparge wells and 23 vapor extraction wells.  Air is introduced into the AS wells (screened below the water table) via a two-staged rotary lobe blower.  The air strips VOCs from the soils and groundwater, and the VOCs were then removed from the unsaturated zone by the SVE wells. The extracted air was passed through granular activated carbon to remove the VOCs before it was released to the atmosphere.  In addition to AS/SVE, Oxygen Release Compound (ORC) was injected into the groundwater to enhance the biodegradation of residual petroleum hydrocarbons.

 

 

Treatment Methods for Radionuclides

 

The remediation of radiologically contaminated groundwater began soon after the 1997 discovery of the HFBR tritium plume, and an engineering study is currently being conducted to determine the feasibility of treating several strontium-90 plumes.

 

Hydraulic control was employed for the leading edge of the HFBR tritium plume beginning in 1997 using a pump and recharge system.  This system pumped groundwater from the leading edge of the tritium plume, removed commingled VOC contamination by means of an air stripping tower, then it discharged the low-level tritiated water to an upgradient recharge basin.  The goal was to prevent the plume from continuing to move downgradient, thereby ensuring that the plume remained on site to naturally decay and disperse. The system was placed on stand-by in September 2000 when continued groundwater characterization efforts verified that tritium concentrations in the southern segment of the plume were well below the 20,000 pCi/L drinking water standard.  During 2000 and early 2001, low flow extraction of highly contaminated groundwater from the segment of the tritium plume that is closer to the reactor facility (source area) was undertaken to accelerate cleanup of the plume.  A total of 95,000 gallons of groundwater were pumped from ten wells in twenty-one separate pumping events.  The water was transported off-site for disposal at an Environmental Protection Agency approved facility.  (Note: Tritium cannot be removed from groundwater using conventional treatment methods.)

 

Remediation of strontium-90 contaminated groundwater is planned for the Brookhaven Graphite Research Reactor/Waste Concentration Facility (BGRR/WCF) area and the Chemical/Animal Holes area.  A pilot study scheduled for 2003 at the Chemical/Animal Holes will test the feasibility of remediating groundwater containing high concentrations of strontium-90 by extracting it, treating it with synthetic zeolite resin, and recharge the treated water to the aquifer via dry wells.  If the pilot study is successful, this technology could be used for strontium-90 contaminated water in the BGRR/WCF area.

 

 

Table 2. Summary of current and planned BNL groundwater treatment systems.

 

 

Operable Unit

 

 

System Status

 

Project

 

 

System Type

 

 

Recharge Method

 

OU I

 

OU III

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

OU IV

 

OU VI

Operational

 

Planned

 

Operational

 

Operational

 

Operational

 

Planned

 

Operational

 

Planned

 

Planned

 

Planned

 

Planned

 

Planned

 

Planned

 

Operational

 

Stand-by

 

Stand-by

 

Planned

South Boundary

 

North Street East (O)

 

Carbon tetrachloride

 

Building 96

 

Middle Road

 

W. South Boundary

 

Industrial Park (O)

 

LIPA (O)

 

North Street (O)

 

Industrial Park East (O)

 

Airport (O)

 

BGRR Sr-90

 

Chemical Holes Sr-90

 

South Boundary

 

HFBR Tritium

 

1977 Spill

 

Ethylene dibromide (O)

 

Pump and treat (A)

 

Pump and treat (C)

 

Pump and treat (C)

 

Re-circulation (C)

 

Pump and treat (A)

 

Pump and treat (A)

 

Re-circulation (C)

 

Pump and treat (C)

 

Pump and treat (C)

 

Pump and treat (C)

 

Re-circulation (C)

 

Pump and treat (I)

 

Pump and treat (I)

 

Pump and treat (A)

 

Pump and recharge (*)

 

AS/SVE (C)

 

Pump and treat (C)

Basin

 

Recharge wells

 

Basin

 

In-well

 

Basin

 

Basin

 

In-well

 

Recharge wells

 

Recharge wells

 

Recharge wells

 

In-well

 

(To be determined)

 

Dry wells

 

Basin

 

Basin

 

Not applicable

 

Recharge wells

(A):  Water treated using air stripping tower.

(C):  Water or off-gas treated using activated carbon.

(I):  Water treated using ion exchange.

(O):  Treatment system located off site.

(*):  Tritium cannot be removed from groundwater using conventional treatment methods.  VOCs commingled with

        HFBR tritium plume were treated by air stripping.