Energizer Battery Manufacturing, Inc. Historical Site ... · 1.0 INTRODUCTION 1-1 ... (YWC), between 1947 and 1989, nickel and chromium were used in electroplating aluminum flashlight

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Energizer Battery Manufacturing, Inc.

Historical Site Investigation and Remediation Activities Summary Report 75 Swanton Road, St Albans, Vermont

September 2014 ERM Project No. 0261236 www.erm.com

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TABLE OF CONTENTS

1.0 INTRODUCTION 1-1

1.1 REPORT ORGANIZATION 1-1

2.0 BACKGROUND 2-1

3.0 CONCEPTUAL SITE MODEL 3-1

3.1 GEOLOGY 3-1

3.2 HYDROGEOLOGY 3-1

3.3 SOURCE AREAS AND DISSOLVED-PHASE PLUMES 3-2 3.3.1 Former Plating Room 3-2 3.3.2 Former Sludge Dewatering Lagoon 3-4 3.3.3 Former Sludge Disposal Landfill 3-5 3.3.4 Former Degreasing / Parts Cleaning Units 3-8 3.3.5 Former Coal Yard Area 3-9

3.4 RECEPTORS AND PATHWAYS EVALUATION 3-9 3.4.1 Identification of Site Activities and Uses 3-9 3.4.2 Identification of Potential Human Receptors 3-10 3.4.3 Identification of Potential Environmental Receptors 3-10 3.4.4 Receptors and Pathways Evaluation Conclusions 3-12

4.0 SUMMARY 4-1

5.0 REFERENCES 5-1

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LIST OF FIGURES

Figure 1 Site Locus Map

Figure 2 Aerial Image of the Site and Surrounding Area

Figure 3 Conceptual Site Model

Figure 4 Current Extent of TCE in Groundwater

Figure 5 Sensitive Receptors Map

LIST OF APPENDICES

APPENDIX A SUPPLEMENTAL FIGURES AND TABLES

Figure 1 Geologic Cross Section

Figure 2 Current Extent of TCE in Groundwater

Figure 3 Current Extent of Metals in Groundwater

Figure 4 Metals Time SeriesFigure 5 Sludge Dewatering Lagoon Time Series

Figure 6 Groundwater Interception Trench Time Series

Figure 7 Downgradient of Interception Trench Time Series

Figure 8 Landfill and Coal Area Time Series

Figure 9 Surface Water Time Series

Figure 10 Soil Gas Concentrations (TCE)

Figure 11 Soil TCE Distribution

Figure 12 Degreaser Area Time Series

Table 1 Hydraulic Conductivity Values

Table 2 Maximum Historic TCE Concentrations

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LIST OF ACRONYMS

CAP Corrective Action Plan CVOC chlorinated volatile organic compound ECS Environmental Compliance Services, Inc. EP extraction procedure ERM Environmental Resources Management GTI Groundwater Technologies, Inc. ICP Inductively Coupled Plasma TCE trichloroethene TCLP Toxicity Characteristic Leaching Procedure VTDEC Vermont Department of Environmental Conservation VTGWES Vermont Groundwater Enforcement Standards YWC YWC Technologies, Inc.

ERM 1-1 ENERGIZER/0261236– SEPTEMBER 2014

1.0 INTRODUCTION

Environmental Resources Management (ERM), on behalf of Energizer Battery Manufacturing, Inc. (Energizer), prepared this document to summarize historical site investigation and remediation activities conducted at the former Energizer facility located at 75 Swanton Road, St Albans, Vermont (the “Site”). This document was prepared to support transition of the Site to the Vermont Brownfields Reuse Initiative - Environmental Liability Limitation Program with an emphasis on demonstrating that the Site meets the following regulatory requirements:

10 V.S.A. §6647. Site investigation;

10 V.S.A. §6648. Corrective action plan; and

10 V.S.A. §6651. Implementation of corrective action plan.

1.1 REPORT ORGANIZATION

This report is organized as follows:

Section 1.0 Introduction

Section 2.0 Background

Section 3.0 Conceptual Site Model

Section 4.0 Risk Assessment

Section 5.0 References


2.0 BACKGROUND

The Site encompasses approximately 70 acres and consists of two separate parcels, one of which is undeveloped (Figures 1 and 2). The developed parcel contains one main manufacturing building, a paved parking lot, and several smaller outbuildings. Surrounding the manufacturing building is a storm water retention pond to the north, a wooded area to the east, an agricultural hayfield to the south, and a landscaped lawn to the west. The Site is abutted by commercial properties to the north, farmland to the east, residential properties to the south, and a mix of commercial/industrial and residential properties to the west. There is an additional triangular shaped parcel to the northwest, which is unoccupied.

From 1947 (building construction) to September 2013, the Site was a flashlight and battery manufacturing facility. Prior to 1947, the property was used for agricultural purposes. A detailed overview of historical Site operations is presented in the August 1991 Subsurface Investigation Report, prepared by Groundwater Technology, Inc. (GTI) of Williston, VT and the May 1999 Supplemental Site Investigation Report prepared by Marin Environmental, Inc. (Marin) of Colchester, VT. Operations at the Site were discontinued in September 2013, and all manufacturing equipment and materials were removed after shutdown.

Numerous phases of environmental investigation and remediation have been conducted at the Site since the late 1970s. ERM reviewed the documents listed in the References (Section 5.0) to develop a conceptual site model, which is presented in Section 3.


3.0 CONCEPTUAL SITE MODEL

Based on review of historical Site data, ERM developed the following conceptual site model, which satisfies the site investigation requirements prescribed in 10 V.S.A. §6647.

3.1 GEOLOGY

Based on geologic information presented in the May 1999 Supplemental Site Investigation Report prepared by Marin, regional geology consists of glacial till deposits overlying metamorphosed bedrock. Bedrock at the Site is not exposed at the ground surface and has been confirmed at 94 feet below ground surface (bgs) at one location during a previous investigation (Marin, 1999). Overburden deposits at the Site consist of an upper till and a lower till. The upper till is a weathered till, which is generally less than 15 feet thick (Marin, 1999). The lower till is a clay-rich, unweathered, dense till, which extends from about 15 feet bgs to bedrock (Marin, 1999). A geologic cross section is shown in Appendix A, Figure 1.

3.2 HYDROGEOLOGY

Based on previous environmental investigations, groundwater at the Site is generally present at a depth of 5 to 6 feet bgs. The upper weathered till is more permeable than the lower unweathered till. As such, the majority of wells are screened within the upper weathered till. According to the 2000 Supplemental VOC Investigation and Semi-Annual Monitoring Report prepared by Marin, hydraulic conductivity values for wells screened in the weathered till range from 4.8E-07 to 3.9E-05 feet per minute (ft/min) or 3.9E-07 to 2.0E-05 centimeters per second (cm/s) (see Appendix A, Table 1). According to the Comprehensive Project Management Plan prepared by GTI in June 1994, due to the low permeability and relatively thin saturated thickness of the upper till layer (i.e., about 5 to 10 feet), wells screened in this layer yield less than 0.5 gallons per minute. Groundwater within the upper weathered till flows in a north-northwesterly direction (Figure 2).

Using an average horizontal hydraulic gradient of 3% and the range in hydraulic conductivity values presented above, ERM estimates that the range in Darcy velocity for groundwater flow is 0.1 to 4.9 feet per year. Review of historical monitoring reports indicates that the groundwater flow direction and hydraulic gradient have been generally consistent over time.


3.3 SOURCE AREAS AND DISSOLVED-PHASE PLUMES

Extensive subsurface investigation activities have been completed at the Site, resulting in identification of several source areas and associated dissolved-phase plumes. Figure 3 was prepared by ERM to show the historical maximum extent of trichloroethene (TCE) in groundwater, TCE in soil gas, groundwater flow direction, and identified source areas. TCE concentrations and their respective sampling dates are provided in Appendix A, Table 2. The TCE plume shown on the map represents the maximum historical TCE footprint as it was developed using the maximum TCE concentration detected at each well, independent of time. For comparison, Figure 4 was prepared by ERM to show the more recent observed extent of TCE in groundwater and surface water within the current monitoring well network. Figure 4 includes data collected during the November 2012 comprehensive groundwater sampling event. The original data and concentrations contours were submitted as part of the 2012 Annual Site Monitoring Report (ECS 2013) (Appendix A, Figure 2).

Figure 3 presents the groundwater elevation values from October 2006, which are provided in the 2007 ECS Annual Monitoring Report; this gauging round was chosen as it represents the most recent comprehensive gauging round conducted at the Site. Groundwater contour lines and flow arrows shown on the figure were interpreted by ERM. The figure also shows identified source areas, which were interpreted based on review of historical soil, soil gas, and groundwater data, the majority of which have been remediated/mitigated, as discussed below.

The following subsections present a brief summary of each identified source area, its associated dissolved-phase plume, and any remediation activities that have been conducted to treat/mitigate the source area and/or plume.

3.3.1 Former Plating Room

According to the December 1992 Soil Excavation and Facility Decontamination, prepared by YWC Technologies, Inc. of Trumbull, CT (YWC), between 1947 and 1989, nickel and chromium were used in electroplating aluminum flashlight cases. Stained soils beneath the floor in the former electroplating room were discovered when the electroplating equipment was removed circa 1990. Two trenches were excavated for investigation purposes on the north side of the plating line to approximately 6 feet bgs. Stained soil was noted to the bottom of the excavation. Laterally, the staining tapered off almost entirely at 12 feet


away from the plating line. Laboratory analyses of soil samples identified elevated concentrations of nickel (YWC, 1992).

The concrete floor and impacted soils were removed by YWC and transported off Site for disposal in August and September 1992. The excavation and sampling activities were conducted in accordance with correspondence exchanged with the Vermont Department of Environmental Conservation (VTDEC; YWC, 1992).

According to the August 1991 Subsurface Investigation Report, prepared by GTI of Williston, VT, in March of 1991, prior to excavation, GTI conducted an investigation of this area that included advancement of five soil borings, collection and analysis of soil samples, installation of five monitoring wells, and collection and analysis of groundwater samples for chromium, hexavalent chromium and nickel. The laboratory results identified the presence of elevated concentrations of total and hexavalent chromium in soil and groundwater, and elevated concentrations of nickel in soil (GTI, 1991). According to the 1992 YWC Report, additional delineation of this area was performed by YWC from May 1991 to July 1992, during which time 16 additional monitoring wells were installed and sampled. Based on the results of these investigations, it was determined that contamination outside of the plating room was limited to migration of impacted groundwater (YWC, 1992). As previously stated, the impacts inside the planting room were remediated by the concrete floor and soil removal activities.

According to the 1992 YWC Report, the soil clean-up goals for this area were set by VTDEC at 5 milligrams per liter (mg/L) for chromium and 15 mg/L for nickel by Toxicity Characteristic Leaching Procedure (TCLP). To gauge clean-up progress (but not to measure final clean-up), total metals standards of 100 milligrams per kilogram (mg/kg) for chromium and 300 mg/kg for nickel were used. In July 1992, nine pre-remediation characterization borings were advanced in this area down to the water table, and 25 soil samples were collected and analyzed for total chromium and total nickel (YWC, 1992).

Based on the information in the 1992 YWC Report, a total of 788.27 tons of soil was excavated and transported off-Site in August and September 1992. The excavation depths were as follows: in northwest corner to 4-5 feet below the top of concrete; in western portion of the excavation to 10-11 feet below the top of concrete; and in the remainder of the excavation to 7-8 feet below the top of concrete. A total of 33 soil samples were collected during excavation and as confirmatory samples, of which 17 samples were analyzed for total chromium and total nickel, and 16 samples were


analyzed for TCLP chromium and nickel. Although post-excavation samples were not analyzed for hexavalent chromium, the total chromium analysis would have included the +6 oxidation state as well as the +3 oxidation state. The excavation was backfilled with clean sand and gravel, and a new concrete floor was poured. The remaining floor, walls and ceiling in this area were decontaminated using high-pressure washers (YWC, 1992).

According to the 1992 YWC Report, in September 1992, Mr. Dave Shepard of VTDEC verbally confirmed to Energizer that clean-up goals had been met and no further soil removal was required.

Based on review of historical groundwater data documented in multiple environmental reports, ongoing groundwater monitoring has continued to demonstrate the effects of source area remediation on groundwater quality in the vicinity of the former plating room. Historically, nickel and/or chromium were detected at concentrations above the Vermont Groundwater Enforcement Standards (VTGWESs) in 20 wells located in the vicinity of the former plating room (YWC, 1992). As of November 2012, only chromium and hexavalent chromium were detected in a single well (ME-10-20) at concentrations greater than the applicable VTGWES, which is 100 micrograms per liter (ug/L) for both compounds. Hexavalent Chromium was detected at 190 ug/L and Total Chromium was detected at 180 ug/L (ECS, 2013). Figure 3 in Appendix A shows the current extent of the metals plume, and Figure 4 in Appendix A presents a time-series plot for ME-10-20.

3.3.2 Former Sludge Dewatering Lagoon

According to the Comprehensive Project Management Plan prepared by GTI in June 1994, wastewater from historical metal electroplating operations was pre-treated on Site and piped into settling tanks. Periodically, the metal hydroxide sludge would be removed from the settling tanks and spread in an on-site lagoon, formerly located on the northern portion of the Site (Figure 3), for further drying. The lagoon was reportedly earthen and unlined. Circa 1980, use of the dewatering lagoon was discontinued and the lagoon area was closed. The lagoon was excavated and the impacted soils were buried in the landfill area. The lagoon was then backfilled with clean soil and crushed limestone. The excavation and backfilling was conducted under VTDEC supervision.

CVOC concentrations in groundwater have been monitored downgradient of the Former Sludge Dewatering Lagoon since 1991 (Marin 1999). The highest historical TCE concentration within this plume is 1,790


ug/L as reported in the Fall 2006 Annual Monitoring Report (ECS, 2007). Marin delineated a dissolved-phase chlorinated volatile organic compound (CVOC) plume that emanated from this source area and migrated to the north-northeast (Figure 3). Time-series plots for wells located within this plume are shown in Appendix A, Figure 5. Historically this plume extended beyond the Site boundary.

To prevent the migration of impacted groundwater from the Site to the adjoining northern, downgradient property, a groundwater interception trench was constructed in September/October 2001 along the northern Site boundary. According to the 26 February 2002 Ground Water Interception Trench As-Built and Construction Summary Report prepared by Marin, the interception trench is 550 feet long and its bottom slopes from 8.5 to 14 feet bgs, extending 1 foot into the lower unweathered till. A four-inch diameter perforated drain pipe runs lengthwise in the trench and is connected to a central collection sump and manhole. The collected groundwater is discharged to the public sewer under an approved discharge permit (Permit #7-0110).

Based on regular groundwater monitoring conducted since the installation of the interception trench, the trench is effective at preventing further migration of contaminated groundwater from the Site. Currently, groundwater from the trench is sampled semi-annually and analyzed for Site-specific CVOCs. Additionally, groundwater levels are monitored continuously in the area of the trench using data-logging pressure transducers to monitor discharge to the public sewer. Time-series data for groundwater collected within the groundwater interception trench is presented in Appendix A, Figure 6. Time-series plots showing CVOC concentrations for wells located downgradient (off-Site) of the groundwater interception trench are presented in Appendix A, Figure 7.

3.3.3 Former Sludge Disposal Landfill

According to the 24 April 1990 Landfill Excavation Report by Eveready Battery Co., Inc., four landfill cells were formerly located on the northeast portion of the Site. One of the landfill cells (LF-1) was reportedly used from circa 1947 until mid-1970s for disposal of miscellaneous scrap (such as wood, paper, rags, and waste flashlight casings), for burning of combustible waste, and for disposal of plating sludge from the dewatering lagoon. The remaining three landfill cells (LF-2, LF-3 and LF-4) were used from circa 1947 to circa 1970 for disposal of plating sludge. The plating sludge consisted of sludge wastes from the nickel and chrome plating operations and wastes from the subsequent on-site wastewater treatment process. Dewatered sludge was routinely collected from the sludge


dewatering lagoon and buried in the landfill. In addition, as noted above in Section 3.3.2, impacted soils excavated from beneath and around the sludge dewatering lagoon, during lagoon closure, were also disposed of in the Site landfill.

According to the 1990 Eveready report, all four landfill cells were excavated during July, August and October of 1989. The landfill excavation was conducted in accordance with a Work Plan, which was submitted to VTDEC on 25 April 1989. The excavation was performed by Ralph B. Goodrich, Inc. of South Burlington, VT and the associated soil confirmation and waste characterization sampling was conducted by GTI of Williston, VT. The following details of the excavation and subsequent environmental activities was recorded in the 1990 Eveready report unless otherwise noted.

Prior to the start of excavation activities, four pre-excavation borings were advanced in and adjacent to cell LF-4, and the collected soil samples were analyzed for metals using Inductively Coupled Plasma (ICP) and TCLP methods. The pre-excavation sample results indicated that no leachable heavy metals migrated vertically from the disposed sludge into the immediately underlying soils or laterally into surrounding soils. Soil excavation activities were therefore focused on the limits of the landfill cells. A total of approximately 3,250 cubic yards (cy) (4,372.5 tons) of sludge and contaminated soils were removed from the four landfill cells. The final excavated dimensions of the four cells were as follows:

LF-1 - a circular cell with a diameter of approximately 50 feet and a depth of over 2 feet (exact depth not specified);

LF-2 - two rectangular pits, the larger pit was approximately 69 feet long by 22 feet wide and approximately 4.5 feet deep, and the smaller pit was approximately 30 feet long by 10 feet wide and approximately 4 feet deep;

LF-3 - a rectangular cell approximately 90 feet long by 24 feet wide and approximately 8 feet deep; and,

LF-4 - an irregularly-shaped cell approximately 93 feet long by 51 feet wide and approximately 6 feet deep.

After excavation of each cell, soil samples from the bottoms and sidewalls of each cell were collected and analyzed for nickel and chromium (as indicators for the presence of sludge). VTDEC approved site-specific chromium and nickel clean-up standards that were used for comparison


to confirmation soil samples. Approved clean-up standards were the Vermont TCLP standards at the time (Extraction Procedure [EP] toxicity values in the 1988 Vermont Hazardous Waste Management Regulations) or, if samples were tested under inductively coupled plasma (ICP) emission spectrophotometry testing, 20 times the total chromium and nickel standards (1988 Vermont Hazardous Waste Management Regulations). Based on results of post-excavation samples, additional material was excavated as needed and the newly excavated areas were re-sampled. After excavation, a 2- to 4-foot layer of crushed limestone was placed in the bottom of each cell to stabilize the trace residuals of nickel and chromium, and the cells were then backfilled with gravel and soil. The excavated material was taken off-site for stabilization and landfilling at the Stablex, Canada hazardous waste disposal facility.

Post-excavation groundwater monitoring for metals in wells downgradient of the landfill indicated no exceedances of the VTGWESs for Site-specific metals (chromium, nickel, zinc, and sulfate) with the exception of iron. Following excavation and analysis of the confirmation sampling, VTDEC stated, at a meeting on 25 February 1992, that no further remedial action was required for this area.

Subsequent to landfill excavation completion, groundwater monitoring activities identified the presence of CVOCs in groundwater downgradient of the former landfill. Concentrations of CVOCs in groundwater have been documented in multiple reports submitted to VTDEC starting in 1992. The CVOC groundwater plume migrates to the northwest toward the Site boundary (Figure 3). Groundwater samples within this plume exhibited TCE concentrations up to155 ug/L as reported in the January 2009 Bi-Annual Monitoring Report prepared by ECS (ECS, 2009). Time-series plots for wells located within this plume are shown on Appendix A, Figure 8.

The landfill plume flows toward and appears to discharge to surface water in Gerbode Creek (an intermittent stream), when surface water is present. Surface water samples within this plume exhibited TCE concentrations up to 367 ug/L, as reported in the April 2000 Supplemental VOC Investigation and Annual-Monitoring Report prepared by Marin (Marin, 2000). TCE concentrations in surface water have decreased over time and are below detection limits at the Site boundary. Time-series for surface water locations are shown in Appendix A, Figure 9.

As noted above in Section 3.3.2, a groundwater interception trench was installed in 2001 to prevent further off-site migration of CVOCs in


groundwater. As such, this plume is currently being contained within the property boundary.

3.3.4 Former Degreasing / Parts Cleaning Units

TCE was used throughout the facility’s manufacturing history in the battery manufacturing process. According to the May 1999 Supplemental Site Investigation Report prepared by Marin, solvent degreasing and parts cleaning operations reportedly occurred in the main manufacturing building. The solvent degreasing and parts cleaning area is marked on Figure 3. Degreasing and parts cleaning in this area of the Site was discontinued by 1990. An active soil gas survey was conducted in this area in July/August of 1998, which identified elevated TCE concentrations in soil gas in the vicinity of the former degreaser and parts cleaning units. Elevated TCE concentrations were also detected in soil gas to the northeast (loading dock area) and southwest of the location of the former degreaser and parts cleaner. Soil gas concentration magnitude is shown in Figure 3 and soil gas concentrations and concentration contours are detailed on Appendix A, Figure 10.

TCE was also detected in shallow soil samples collected from this area at concentrations up to 242,000 ug/kg (Appendix A, Figure 11). Similar to the TCE distribution observed in soil gas, elevated TCE concentrations were detected in groundwater to the northeast (loading dock area) and southwest of the location of the former degreaser and parts cleaner. Groundwater samples collected downgradient of this area exhibited TCE concentrations up to 80,800 ug/L as reported in the April 2003 Semi-Annual Site Monitoring Report prepared by ECSMarin. A dissolved-phase CVOC plume emanates from this source area and migrates to the northwest as shown on Figure 3. Time-series plots for wells located within this plume are shown on Appendix A, Figure 12. This plume appears to comingle with the CVOC plume emanating from the Former Sludge Dewatering Lagoon. The comingled plume historically migrated off Site.

As noted above (Section 3.3.2), a groundwater interception trench was installed in 2001 to prevent further off-site migration of CVOCs in groundwater. As such, this plume is currently being contained within the property boundary. No source area remediation activities have been conducted, nor are they necessary since the associated dissolved-phase plume is currently being contained on the property.


3.3.5 Former Coal Yard Area

According to the 1999 Supplemental Site Investigation Report prepared by Marin, waste TCE solvents were formerly stored in the coal yard. The location of the coal yard is marked on Figure 3. The report summarized an active soil gas survey conducted in this area in July/August of 1998, which identified elevated TCE concentrations in soil gas in the vicinity of the former coal yard, suggesting the presence of an historical release in this area. TCE impacts to soil gas are shown in Figure 3 and soil gas concentrations and concentration contours are detailed on Appendix A, Figure 10. One soil boring was also advanced in this area, which identified TCE at a concentration of 82.6 ug/kg in a soil sample collected from 16-17 feet bgs (Marin, 2000b).

There are only two monitoring wells located in the coal yard area, which exhibit a maximum TCE concentration of 4.8 ug/L (Marin, 1999). To the extent that a CVOC plume emanates from the coal yard, the plume would likely comingle with the landfill plume (see section 3.3.3).

3.4 RECEPTORS AND PATHWAYS EVALUATION

To qualitatively evaluate the potential for unacceptable risk associated with Site impacts, ERM defined current and potential future land uses, receptors and migration pathways, which are discussed below.

3.4.1 Identification of Site Activities and Uses

Land

The Site and surrounding area are used for commercial and industrial purposes. Residential properties are located west of the Site. Within the foreseeable future, the Site will continue to be used for commercial or industrial purposes. An institutional control/deed notice may be placed on a portion of the property to continue to restrict Site land use to commercial and industrial purposes only.

Groundwater

As noted in Section 3.2, Site hydrogeologic conditions are not conducive for installation of groundwater abstraction wells. According to the June 1994 Comprehensive Project Management Plan for Ground Water Monitoring and Remediation Activities prepared by GTI, no private or public potable water supply wells are located within 1.5 miles of the Site.


Surface Water

Gerbode Creek is an intermittent stream that transects the eastern portion of the Site and flows from the south to the north. Given the small size and intermittent flow characteristics of this stream, it is not considered to be a resource with respect to drinking water or irrigation water, and is not considered to be a recreational resource.

3.4.2 Identification of Potential Human Receptors

This section identifies the types of potential human receptors that could be exposed to contaminants remaining at the Site under current and reasonably foreseeable future land uses for the purpose of characterizing the potential risks posed by Site impacts. Potential human receptors considered in this qualitative risk characterization include:

current visitor or trespasser;

current construction worker;

future worker;

future trespasser; and

future construction worker.

As stated above, residential receptors are not considered as part of this qualitative risk assessment because current and reasonably foreseeable future land use does not include residents. A deed restriction/institutional control may be placed on the developed portion of the property to limit future property usage to industrial or commercial.

3.4.3 Identification of Potential Environmental Receptors

ERM utilized the Vermont Agency of Natural Resources’ “Bio Finder” map to identify locations of potential environmental receptors such as Wetlands, Vernal Pools, Potential Vernal Pools, Surface Waters and Riparian areas, as well as Rare and Uncommon Species and Natural Communities. Any sensitive receptors identified on the Bio Finder map within a one mile radius of the Site are shown in Figure 5. There are no Vernal Pools, Potential Vernal Pools, Important Habitat Areas or Uncommon or Rare Animal Species within the Site boundary or within a one-mile radius of the Site. The closest Important Habitat Area is approximately one mile southeast of the Site. The closest Uncommon and Rare Animal Species areas are more than one mile to the northwest, southwest, and east of the Site. One surface water body transects the Site


(Gerbode Creek) and additional Surface Water and Wetland areas exist to the west and east of the Site.

Based on the distribution of contamination at the Site and groundwater flow direction, the only potential identified environmental receptor is Gerbode Creek, which is an intermittent stream that transects the eastern portion of the Site. Gerbode Creek flows approximately from the south to the north across the Site. Historically, CVOCs were detected in surface water samples collected from this stream. However, review of time-series plots for the surface water sampling locations at the Site indicates that CVOC concentrations have decreased at all surface water locations at the Site. Time-series plots are included in Appendix A, Figure 12. Surface water TCE concentrations at NB-2 (last sampled in 2010) have been stable, but above the Vermont Surface Water Quality Standard for TCE, which is 2.7 (ug/L) (Vermont 2011). Surface water CVOC concentrations at the downgradient surface water sampling location closest to the Site property boundary, SS-2, have been non-detect, or below Vermont Surface Water Quality Standards, since 2003, indicating that CVOCs in surface water are not migrating off-Site. As such, the on-Site portion of the Gerbode Creek remains a potential environmental receptor. For each of the potential receptors identified above, ERM identified potential exposure points (i.e., indoor air, soil gas, groundwater, and soil) and exposure pathways (i.e., inhalation of vapors, incidental ingestion and dermal contact). Based on the confirmed presence of contamination in soil gas, groundwater, surface water and soil, and the potential human receptors identified above, ERM identified the following potential exposure pathways:

current visitor or trespasser:

o incidental ingestion of impacted surface water,

o dermal contact with impacted surface water,

o inhalation of vapors present in indoor air;

current construction worker:

o inhalation of vapors present in indoor air,

o inhalation of vapors present in soil gas,

o incidental ingestion of impacted soil,

o dermal contact with impacted soil,



o incidental ingestion of impacted groundwater,


o dermal contact with impacted groundwater;

future worker or trespasser:



o inhalation of vapors present in indoor air; and

future construction worker:

o inhalation of vapors present in indoor air,

o inhalation of vapors present in soil gas,

o incidental ingestion of impacted soil,

o dermal contact with impacted soil,



o incidental ingestion of impacted groundwater, and

o dermal contact with impacted groundwater.

3.4.4 Receptors and Pathways Evaluation Conclusions

The potential exposure pathways identified above can be simplified by combining them into three basic categories:

potential exposures associated with subsurface construction activities,

potential exposures associated with incidental contact (e.g., ingestion, dermal) with Site surface water; and,

potential exposures associated with vapors present in indoor air.

The potential for risk associated with subsurface construction activities can be managed through a Site-specific risk assessment or with the use of a deed notice that requires the use of appropriately trained personnel to conduct subsurface construction activities at the Site when subsurface construction is needed/desired. These personnel would be required to develop a health and safety plan before implementing subsurface construction activities that would include environmental monitoring and the use of personal protective equipment, as appropriate.


The potential for risk associated with incidental contact with Site surface water can also be managed under a Site-specific risk assessment or by covering or culverting the portion of the stream containing TCE at concentrations above the Vermont Surface Water Quality Standard to eliminate contact with surface water.

With respect to the potential for vapor intrusion, ERM, on behalf of Energizer, is currently conducting a vapor intrusion investigation and Site-specific risk assessment to evaluate the potential for current or future unacceptable risks due to inhalation of vapors present in indoor air.


4.0 SUMMARY

As documented in this report, the Site satisfies the following requirements of 10 V.S.A. §6647 for Site investigation:

The nature, source, degree, and extent of contamination have been defined.

Possible pathways for contaminant migration have been defined.

With the exception of the ongoing vapor intrusion investigation, the amounts of contaminants migrating along each pathway have been quantified.

Relevant sensitive receptors have been identified.

The risk to human health and the environment has been qualitative evaluated. Currently, completion of a Site-specific vapor intrusion risk assessment is being evaluated. Additional risk management may include a Site-specific risk assessment associated with the surface water and construction worker exposure scenarios.

Energizer has completed extensive remediation and mitigation activities at the Site, including removal of impacted soil from the former plating room, former sludge dewatering lagoon, and former sludge disposal landfill. These remediation activities were reviewed and approved by the VTDEC. In addition, Energizer installed a groundwater interception trench that is successful in preventing further migration of CVOC-impacted groundwater beyond the property boundary. An ongoing groundwater monitoring program is currently being implemented at the Site to monitor the effectiveness of the groundwater interception trench at preventing further off-property contaminant migration and to demonstrate attenuation of contaminant levels in the dissolved-phase plumes located upgradient of the interception trench. On-going maintenance of the groundwater interception trench will continue to prevent off-Site migration of groundwater impacts.

Given that the ongoing Site monitoring plan has been approved by the VTDEC and the ongoing vapor intrusion investigation and Site-specific risk assessment have not been completed, there is no need for a Corrective Action Plan (CAP) at this time. If the results of the ongoing vapor intrusion investigation and Site-specific risk


assessment identify the need for a CAP, then one will be submitted at that time.


5.0 REFERENCES

ECSMarin, Inc. 2003-2004. Various Semi-Annual and Annual Site Monitoring Reports.

Environmental Compliance Services, Inc. 2005-2014. Various Annual and Bi-Annual Site Monitoring Reports.

Eveready Battery Co., Inc. 1990. Landfill Excavation.

Geraghty and Miller, Inc. 1977. A Study of Ground Water Pollution Effects of Electroplating Sludge Disposal.

Groundwater Technology, Inc. 1990 Subsurface Investigation Soil Gas Survey.

Groundwater Technology, Inc. 1991a. Subsurface Investigation Supplemental Soil Gas Survey and Project Summary.

Groundwater Technology, Inc. 1991b. Subsurface Investigation Report.

Groundwater Technology, Inc. 1994 Comprehensive Project Management Plan for Groundwater Monitoring and Remediation Activities.

Heindel and Noyes, Inc. 2001. Letter to Bruce Linton of the Sites Management Section, Waste Management Division of the Agency of Natural Resources.

Marin Environmental, Inc. 1999. Supplemental Site Investigation Report.

Marin Environmental, Inc. 2000a. Supplemental VOC Investigation and Annual-Monitoring Report.

Marin Environmental, Inc. 2000b. Supplemental VOC Investigation and Semi-Annual Monitoring Report.

Marin Environmental, Inc. 1998-2002. Various Semi-Annual and Annual Site Monitoring Reports.

Marin Environmental. 2002. Ground Water Interception Trench, As-Built and Construction Summary Report.

Roy F. Weston, Inc. 2002. Trip Report for Eveready Corporation, St. Albans Vermont.


Vermont Agency of Natural Resources Department of Environmental Conservation. 2005. Groundwater Protection Rule and Strategy.

Vermont Natural Resources Board. 2011. Vermont Water Quality Standards.

YWC Technologies, Inc. 1992. Plating Room Remediation: Soil Excavation and Facility Decontamination.

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St. Albans, VT

p

United States Department of the Interior Geological SurveySAINT ALBANS QUADRANGLE, VERMONT 44073-G1, 1973

0 2,000 4,0001,000Feet

1:24,000

Site

G:\Gra

phics\

Clients

_A_E

\Energ

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rround

ingAre

as.mx

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-tan - 9

/9/2014

12:24

:52 PM

Figure 2 - Aerial Image of the Site andSurrounding Area

Energizer CorporationSt. Albans, VT

p

0 2,000 4,0001,000Feet

1:24,000

Service Layer Credits: Source: Esri, DigitalGlobe,GeoEye, i-cubed, USDA, USGS, AEX, Getmapping,Aerogrid, IGN, IGP, and the GIS User Community

LegendApproximate Parcel Boundary

OW-5 GT-6

ME-18-28

ME-20-10.5

ME-21-12

OW-3 GT-4DA

OW-4S

ME-16-15

OW-9

ME-17-18

ME-19-19

MW-F7

ME-08-9.5

UNNAMED

ME-14-22.5 ME-14-14

MW-F15

ME-13-14

MW-F8

MW-F5

ME-02-30ME-26-16

PE-2PE-4

MW-101

OW-14DOW-14S

OW-13 OW-12OW-11D

OW-11F

MW-F3

GT-4S

GT-3YWC-101

ME-30-07

MW-F14

MW-F6

ME-15-13

ME-25-16

ME-03-16

ME-01-15

ME-02-16

ME-27-17

ME-18-19

MW-7

OW-8

MW-103

MW-F4

GT-10

GT-9

158

1,771

130166 94

307

ND

2.1

ND

ND

1,7902.7

ND

ND

96.4

NDND

1,560

1.2

ND

7,080

ND1.2

16.8

53.85.5

1,250

12711.3

ND

ND

ND 1.8

112

324

4.8

393122

4.32,650

ND

6,800

28.3

718

ME-31-07

GT-6R

P-1S

ME-32-08

P-3SP-3DGT-8

396.23

ME-29-07ME-29-04

ME-28-08

682

OW-4D

GT-56.9

ME-22-10.5

2,240

14,0001.8

ME-05-18

ME-05-09

ME-07-09

ME-04-13

55.11,880

1

ME-11-13

ME-09-10

SB-1ND

77.7

ND

MW-F136.1

ME-12-16 NDND

GT-7 GT-7A

UNNAMED

MW-F2AMW-F1A

MW-F9

YWC-103

ME-13-23ND

ME-10-11

MW-F11ME-10-201.9

400402

404

406

408410

434

400

402

404

406

410

412

414

418

420

422

424

412

405.77405.51

404.96

408.10

408.87

408.57409.60412.25

413.22

415.45413.21

428.81

422.95

423.47

425.75

422.90

419.91

420.27

419.13

437.74

433.33

435.13433.08

432.76

429.47

SS-3

SS-1

Gerbode Creek

419.54

428.12

431.08429.37

431.49

ME-04-19419.54

B-6427.28

OW-6

ND

7593,030

ND

40.4

130

80,800 B-11 52,800

ME-01-263.2

ME-34-7.5

ME-24-07YMC-102D

P-2D

OW-7

ME-33-07

ME-24-07RP-2S

91.7 ND ND

15591

3.1367

6.3YMC-102S

ME-23-11

422

424426

432430

416

428

417.46

421.75

428.91

SW-1283

NB-2

SS-2

NB-1 ME-35-101.6

Former SludgeDisposal Landfill

Former CoalYard Area

Loading Dock

Degreasing/PartsCleaning Units

Former Plating Room

Former SludgeDewatering Lagoon

GroundwaterInterception Trench Sewer

Manhole

18.1

P-1D

075 15075Scale (1"=150')

300

N

Draft

G:\G

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Figure 3 - Conceptual Site ModelMaximum Historic TCE Concentrations


Legend:Active Well Location - Approximate

Source:Orthophotography (2013) from Vermont Center for Geographic Information.

Abandoned/Destroyed Well Location - Approximate

Basemap from ecs Figure 2 Site Plan with Monitoring Well Locations 01/02/13. File No. F:08-202853RJuly10

Maximum Historical TCE Concentration (µg/L) compiled from Marin/ECS Annualand Semi-Annual Monitoring Reports, data available in Table 2 of Appendix A99.9

Groundwater ContourGroundwater Flow Direction

Groundwater Elevation (feet) from 30 October 2006(Source is ECS 2007 Annual Monitoring Report)405.51

Surface Water Sample Location - Approximate

10 - 1,000 µg/LTCE Contours

1,000 - 5,000 µg/L5,000 - 10,000 µg/L>10,000 µg/L

Approximate Property Boundary

10,000 - 100,000 µg/m³1,000 - 10,000 µg/m³100 - 1,000 µg/m³

<10 µg/m³

>100,000 µg/m³TCE Magnitude of Concentration

10 - 100 µg/m³

Soil Gas Sample Location

INSET

Non Detect

OW-5 GT-6

ME-18-28

ME-20-10.5

ME-21-12

OW-3 GT-4DA

OW-4S

ME-16-15

OW-9

ME-17-18

ME-19-19

MW-F7

ME-08-9.5

UNNAMED

ME-14-22.5 ME-14-14

MW-F15

ME-13-14

MW-F8

MW-F5

ME-02-30ME-26-16

PE-2PE-4

MW-101

OW-14DOW-14S

OW-13 OW-12OW-11D

OW-11F

MW-F3

GT-4S

GT-3YWC-101

ME-30-07

MW-F14

MW-F6

ME-15-13

ME-25-16

ME-03-16

ME-01-15

ME-02-16

ME-27-17

ME-18-19

MW-7

OW-8

MW-103

MW-F4

GT-10

GT-9

ME-31-07

GT-6R

P-1S

ME-32-08

P-3SP-3DGT-8

396.23

ME-29-07ME-29-04

ME-28-08

OW-4D

GT-5

ME-22-10.5

ME-05-18

ME-05-09

ME-07-09

ME-04-13ME-11-13

ME-09-10

SB-1

MW-F13

ME-12-16

GT-7 GT-7A

UNNAMED

MW-F2AMW-F1A

MW-F9

YWC-103

ME-13-23

ME-10-11

MW-F11ME-10-20

400402

404

406

408410

434

400

402

404

406

410

412

414

418

420

422

424

412

405.77405.51

404.96

408.10

408.87

408.57409.60412.25

413.22

415.45413.21

428.81

422.95

423.47

425.75

422.90

419.91

420.27

419.13

437.74

433.33

435.13433.08

432.76

429.47

SS-3

SS-1

Gerbode Creek

419.54

428.12

431.08429.37

431.49

ME-04-19419.54

B-6427.28

OW-6

B-11

ME-01-26

ME-34-7.5

ME-24-07YMC-102D

P-2D

OW-7

ME-33-07

ME-24-07RP-2S

YMC-102S

ME-23-11

422

424426

432430

416

428

417.46

421.75

428.91

SW-1NB-2

SS-2

NB-1 ME-35-10

Former SludgeDisposal Landfill

Former CoalYard Area

Loading Dock

Degreasing/PartsCleaning Units

Former Plating Room

Former SludgeDewatering Lagoon

GroundwaterInterception Trench Sewer

Manhole

P-1D

9.4

7.599.9

1,3002.7

1,560

ND

236

ND

ND

9.4

763

203

45.9

117

12

ND

34.3

075 15075Scale (1"=150')

300

N

Draft

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/2014

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:40pm

Bos

ton)

Figure 4 - Current (2012) Extent of TCE inGroundwater and Surface Water


Legend:Active Well Location - Approximate

Source:Orthophotography (2013) from Vermont Center for Geographic Information.

Abandoned/Destroyed Well Location - Approximate

Basemap from ecs Figure 2 Site Plan with Monitoring Well Locations 01/02/13. File No. F:08-202853RJuly10

TCE Concentration (µg/L) compiled from Marin/ECS Annualand Semi-Annual Monitoring Reports, data available in Table 2 of Appendix A99.9

Groundwater ContourGroundwater Flow Direction

Groundwater Elevation (feet) from 30 October 2006(Source is ECS 2007 Annual Monitoring Report)405.51

Surface Water Sample Location - Approximate

10 - 1,000 µg/LTCE Contours

1,000 - 5,000 µg/L5,000 - 10,000 µg/L>10,000 µg/L

Approximate Property Boundary

Note:NB-2 sampled in 2010.

73°3'0"W

73°3'0"W

73°3'30"W

73°3'30"W

73°4'0"W

73°4'0"W

73°4'30"W

73°4'30"W

73°5'0"W

73°5'0"W

73°5'30"W

73°5'30"W

73°6'0"W

73°6'0"W

44°5

1'0

"N

44°5

0'3

0"N

44°5

0'3

0"N

44°5

0'0

"N

44°5

0'0

"N

44°4

9'3

0"N

44°4

9'3

0"N

44°4

9'0

"N

44°4

9'0

"N

453000

453000

454000

454000

455000

455000

456000

456000

2580

00

2580

00

2590

00

2590

00

2600

00

2600

00

2610

00

2610

00

G:\Gra

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s\MXD

\Figure

4_Sens

itiveR

ecepto

rs_201

40828.

mxd -

devin

.dwork

in - 9

/17/20

14

DRAFTp

LegendApproximate Site Boundary

HabitatsInportant Habitat Area

Uncommon Animal Species

Rare Animal Species

Water ResourcesWetlands

Surface Waters (Riparian Areas)

0 1 20.5

Miles

Figure 5: Sensitive Receptors Map Energizer Corporation St. Albans, VT

Notes:Data coutesy of Vermont's Agencyof Natural Resources' BioFinder

Appendix A Supplemental Figures and Tables

benjamin.meade

Text Box

Figure 1 - Geologic Cross Section Energizer Corporation St. Albans, VT (Marin, 1999)

benjamin.meade

Text Box

Figure 2 - Current extent of TCE in Groundwater Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 3 - Current Extent of Metals in Groundwater Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

FIGURE 29. MW-F11/ME-10-20

Metals Concentrations

Eveready Battery Company

St. Albans, VT

SAMPLE

LOCATION

SAMPLING

DATE

HEXAVALENT

CrTOTAL Cr TOTAL Ni

MW-F11 05/07/92 83,500 86,400 ND <10

08/19/92 151,000 155,000 ND <10

12/02/92 162,000 162,000 ND <10

07/22/93 142,000 142,000 ND <20

06/03/94 144,000 151,000 60

10/13/94 160,000 163,000 120

04/24/95 78,400 80,000 110

10/17/95 133,000 129,000 ND <20

04/10/96 157,000 127,000 ND <20

10/17/96 118,000 127,000 ND <20

10/30/97 100,000 104,000 ND <20

12/14/98 48,600 39,500 ND <20

ME-10-20 02/02/00 ND<35 673 180

10/10/00 1,240 3,110 62

12/13/01 ND<20 14 ND<20

10/31/02 11,000 10,800 24

10/30/03 90 245 22

10/06/04 15,800 13,700 BRL<5.0

10/05/05 6,450 8,200 BRL<10

11/01/06 693 12,600 ND<20

11/06/08 3,100 2,400 ND<20

11/08/10 5,700 4,900 ND<5

11/07/12 190 180 NA

VGES -- 100 100 100

Notes: All results reported in micrograms per liter (ug/L).

ND = None detected at indicated detection limit.

VGES = Vermont Groundwater Enforcement Standard.

MW-F11 covered with heavy machinery after 12/14/98; replaced with ME-10-20

BRL = Below Reporting Limit

NA = not analyzed

0

50,000

100,000

150,000

200,000

01-88 07-89 12-90 06-92 12-93 06-95 12-96 06-98 12-99 06-01 12-02 06-04 12-05 05-07 11-08 05-10 11-11 05-13

Con

cen

tratio

ns (

ug/L

)

Date

Hex Cr

Total Cr

Total Ni

ECS Fig.29.and.30.MASTER - Metals Time Series Graphs.xls

benjamin.meade

Text Box

Figure 4 - Time-series of Metals at ME-10-20 Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride

1,1 DCA1,1 DCEcis 1,2

DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs

TCE, CIS-1,2 DCE, and Total VOC Time-Series Graph

Eveready Battery CompanySt. Albans, VT

FIGURE 8 GT-3

0

500

1000

1500

2000

2500

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

cis 1,2 DCE TCE Total VOCs

ND<2.0ND<20.0ND<4.0ND<2.0ND<2.060.3ND<2.0153 ND<2.0ND<2.0ND<2.0 ND<2.0ND<2.0 ND<2.011/09/01 213.3

ND<1.0ND<10.0ND<2.0ND<1.0ND<1.08.2ND<1.037.1 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.004/26/02 45.3





ND<1.0ND<2.03.7ND<1.0ND<1.041.4ND<1.0269 ND<1.0ND<1.0ND<1.0 1.02.5 ND<1.010/27/05 317.6

ND < 0.5ND < 0.6ND < 0.9ND < 0.3ND < 0.64.4ND < 0.534.9 ND < 0.4ND < 0.4ND < 0.6 2.3ND < 0.9 ND < 0.410/31/06 41.6


20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75

Results in micrograms per liter (ug/L).

Only compounds that have been detected are charted.

ND = None detected.

NS = Not Sampled.

TBQ = Trace below quantitation limit indicated.


Shaded areas denote VGES or WQC exceedances.

Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - GT-3 Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 10 YWC-101

0

500

1000

1500

2000

2500

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14


ND<5.0ND<5.0ND<10.0ND<5.0ND<5.029.7ND<5.0282 ND<5.0ND<5.0ND<5.0 ND<5.027.8 ND<5.011/09/01 339.5




ND<1.0ND<1.0ND<2.0ND<1.0ND<1.03.7ND<1.023.9 ND<1.0ND<1.0ND<1.0 ND<2.01.4 ND<1.010/29/03 29

ND<1.0ND<1.0ND<1.0ND<1.0ND<1.062.6ND<1.0133 ND<1.0ND<1.0ND<1.0 ND<1.032.4 ND<1.011/03/04 228

ND<1.0ND<1.01.5ND<1.03.2158ND<1.01220 ND<1.0ND<1.0ND<1.0 ND<1.0146 ND<1.010/27/05 1528.7

ND < 5.3ND < 9.2ND < 8.6ND < 3.3ND < 5.9272ND < 5.11790 ND < 4.5ND < 4.4ND < 5.8 ND < 8.0288 ND < 4.210/31/06 2350

ND<25.0ND<25.0ND<25.0ND<25.0ND<25.0230ND<25.01750 ND<25.0ND<25.0ND<25.0 ND<25.0261 ND<25.012/10/07 2241

ND<10.0ND<10.0ND<10.0ND<10.0ND<10.0116ND<10.0844 ND<10.0ND<10.0ND<10.0 ND<10.094.6 ND<10.010/27/08 1054.6






2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - YWC-101 Energizer Corporation St. Albans, VT (ECS, 2014, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - ME-22-10.5 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total VOCs



FIGURE 12 ME-21-12

0

0.2

0.4

0.6

0.8

1

1.2

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)

cis 1,2 DCE TCE Total VOCs Monitoring_point

ND<1.0ND<10.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.011/09/01 BRL

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/05/10 BRL

2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: A00046

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - ME-21-12 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - ME-20-10.5 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 7 GT-5

0

50

100

150

200

250

300

350

400

450

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14




ND<1.0ND<1.02.2ND<1.01.645.9ND<1.022.6 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/27/08 72.3

ND<1.0ND<1.03.8ND<1.01.773.4ND<1.049.3 ND<1.0ND<1.0ND<1.0 ND<1.01.2 ND<1.010/29/09 129.4


ND<1.0ND<0.512.0ND<1.02.077.5ND<1.083.6 ND<1.0ND<1.0ND<1.0 ND<1.025.9 ND<1.011/02/11 201

ND<1.0ND<0.56.4ND<1.01.375.8ND<1.099.9 ND<1.0ND<1.0ND<1.0 ND<1.035.8 ND<1.011/06/12 219.2

ND<5.0ND<2.520.0ND<5.0ND<5.0163ND<5.0166 ND<5.0ND<5.0ND<5.0 ND<5.046.5 ND<5.010/24/13 395.5

2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - GT-5 Energizer Corporation St. Albans, VT (ECS, 2014, Annual Site Monitoring Report)

1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 8 GT-4S

0

20

40

60

80

100

120

140

160

180

200

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14


ND<1.0ND<1.0ND<2.0ND<1.0ND<1.012.5ND<1.033.0 ND<1.0ND<1.0ND<1.0 ND<1.05.6 ND<1.011/07/01 51.1


ND<1.0ND<1.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.03.3 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/29/02 3.3


ND<1.0ND<1.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.02.0 ND<1.0ND<1.0ND<1.0 ND<2.0ND<1.0 ND<1.010/28/03 2



ND < 0.5ND < 0.9ND < 0.9ND < 0.3ND < 0.6ND < 0.4ND < 0.51.6 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 1.6








2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - GT-4S Energizer Corporation St. Albans, VT (ECS, 2014, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 5 - Time-series of CVOC concentrations within the Former Sludge Dewatering Lagoon plume - GT-4D Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)

Permittee: Energizer Battery Manufacturing, Inc.

Address: 75 Swanton Road Year: 2004-2013

St. Albans, Vermont 05478

Phone: (802) 524-2151

Table 4. INTERCEPTION TRENCH DISCHARGE RESULTS

Effluent

Flow TCE DCE

Date GPD mg/l mg/l

(15000 daily max.) (< 2 mg/l) (< 2 mg/l)

1/22/2004 1493 0.031 0.002

1/27/2004 1022 0.038 0.002

2/18/2004 1534 0.040 0.002

2/25/2004 1660 0.043 0.003

3/2/2004 2172 0.027 0.002

3/15/2004 4143 0.035 0.002

4/9/2004 6042 0.025 0.004

4/22/2004 3926 0.031 0.002

5/17/2004 1837 0.040 0.003

5/20/2004 2378 0.039 0.003

6/10/2004 3252 0.038 0.002

6/15/2004 3856 0.045 0.002

7/7/2004 1747 0.059 0.003

8/16/2004 6415 0.054 0.003

8/17/2004 5770 0.053 0.003

9/21/2004 3513 0.061 0.004

9/29/2004 2172 0.054 0.003

10/5/2004 1792 0.064 0.004

10/8/2004 3003 0.061 0.005

11/10/2004 1300 0.051 0.004

11/11/2004 1414 0.053 0.004

12/8/2004 5081 0.038 0.002

12/10/2004 4367 0.038 0.002

1/11/2005 3447 0.028 0.002

1/13/2005 5165 0.019 0.001

2/7/2005 1929 0.031 0.002

2/16/2005 3648 0.038 0.002

3/11/2005 1792 0.034 0.002

3/18/2005 1976 0.040 0.002

4/15/2005 4143 0.032 0.001

4/19/2005 2652 0.033 0.002

5/11/2005 2709 0.033 0.002

5/19/2005 1976 0.039 0.003

6/3/2005 1534 0.045 0.002

6/16/2005 4217 0.067 0.003

7/8/2005 5419 0.030 0.002

7/13/2005 7101 0.040 0.002

8/4/2005 5165 0.030 0.002

8/9/2005 4598 0.030 0.003

9/22/2005 4217 0.030 0.002

9/26/2005 4292 0.029 0.002

10/7/2005 4521 0.028 0.002

10/13/2005 4677 0.041 0.003

11/4/2005 3065 0.032 0.002

11/18/2005 2943 0.028 0.002

12/20/2005 5419 0.020 0.002

12/27/2005 5506 0.026 0.002

1/20/2006 3252 0.022 0.001

1/31/2006 2824 0.026 0.002

2/17/2006 4070 0.019 0.001

2/23/2006 3126 0.024 0.002

3/23/2006 3648 0.019 0.001

3/30/2006 3447 0.020 0.002

4/6/2006 4070 0.032 0.002

4/18/2006 3786 0.028 0.002

4/25/2006 4292 0.025 0.002

5/23/2006 5419 0.024 0.002

5/31/2006 1747 0.027 0.002

6/23/2006 2222 0.025 0.002

6/28/2006 4143 0.031 0.002

7/18/2006 7305 0.037 0.003

7/28/2006 5950 0.040 0.003

8/4/2006 1703 0.031 0.002

8/21/2006 5593 0.038 0.002

9/8/2006 754 0.041 0.003

9/13/2006 1022 0.036 0.003

10/12/2006 3580 0.036 0.003

10/20/2006 5860 0.026 0.002

11/21/2006 7722 0.023 0.002

11/30/2006 7101 0.019 0.001

12/13/2006 2024 0.024 0.002

12/20/2006 2766 0.027 0.002

1/24/2007 1555 0.022 0.002

1/31/2007 1560 0.024 0.002

2/9/2007 1442 0.023 0.002

2/28/2007 1690 0.065 0.004

3/14/2007 7795 0.020 0.002

3/23/2007 7013 0.018 0.002

4/18/2007 6961 0.023 0.002

5/25/2007 2797 0.027 0.002

6/21/2007 1342 0.038 0.003

7/24/2007 1733 0.033 0.003

8/31/2007 1116 0.033 0.003

9/19/2007 902 0.032 0.003

10/26/2007 4642 0.027 0.002

11/29/2007 4368 0.025 0.002

12/12/2007 1325 0.002 0.027

1/8/2008 6459 0.015 0.001

2/21/2008 3053 0.020 0.001

3/7/2008 3095 0.019 0.001

4/21/2008 1863 0.022 0.002

5/13/2008 1731 0.025 0.002

6/18/2008 2177 0.032 0.002

7/8/2008 1543 0.030 0.003

8/11/2008 4324 0.037 0.003

9/5/2008 1667 0.039 0.005

10/7/2008 1698 0.034 0.003

11/4/2008 3319 0.028 0.002

12/1/2008 2862 0.029 0.002

1/12/2009 2919 0.019 0.002

2/3/2009 1829 0.023 0.002

3/3/2009 2616 0.022 0.002

4/2/2009 3323 0.023 0.002

5/4/2009 2309 0.026 0.002

6/3/2009 2337 0.026 0.002

7/7/2009 2972 0.036 0.003

8/7/2009 2485 0.036 0.004

9/10/2009 1577 0.033 0.004

10/10/2009 2713 0.029 0.003

11/9/2009 2057 0.026 0.003

1/6/2010 2413 0.024 0.002

2/2/2010 2723 0.025 0.002

3/4/2010 2217 0.025 0.002

4/13/2010 2583 0.022 0.002

5/11/2010 3605 0.024 0.002

6/8/2010 4071 0.025 0.002

7/6/2010 2742 0.030 0.003

8/9/2010 4069 0.047 0.003

9/20/2010 2061 0.023 0.003

10/7/2010 4102 0.031 0.002

1/5/2011 3734 0.019 0.002

4/7/2011 3877 0.017 0.002

7/14/2011 1171 0.028 0.003

11/28/2011 5931 0.038 0.003

2/2/2012 5915 0.024 0.002

6/4/2012 5994 0.033 0.003

7/12/2012 4777 0.106 0.005

12/17/2012 9765 0.023 0.002

3/28/2013 -- 0.017 0.002

6/27/2013 -- 0.024 0.002

9/12/2013 -- 0.038 0.005

TOTAL 438347

AVE. 3425 0.032 0.003

MAX. 9765 0.106 0.027

MIN. 754 0.002 0.001

0

0.02

0.04

0.06

0.08

0.1

0.12

0

2000

4000

6000

8000

10000

12000

1/2

2/2

004

6/2

2/2

004

11/2

2/2

004

4/2

2/2

005

9/2

2/2

005

2/2

2/2

006

7/2

2/2

006

12/2

2/2

006

5/2

2/2

007

10/2

2/2

007

3/2

2/2

008

8/2

2/2

008

1/2

2/2

009

6/2

2/2

009

11/2

2/2

009

4/2

2/2

010

9/2

2/2

010

2/2

2/2

011

7/2

2/2

011

12/2

2/2

011

5/2

2/2

012

10/2

2/2

012

3/2

2/2

013

8/2

2/2

013

Co

ncen

tra

tio

n(m

g/l)

Ga

llo

ns

Per

Da

y

Sampling Date

2004 - 2013Interception Trench Discharge Results

Flow TCE DCE Linear (TCE) Linear (DCE)

Note: No flow measurements collected during monitoring events on 3/28/13, 6/27/13 and 9/12/13 due to faulty data logger cable.

benjamin.meade

Text Box

Figure 6 - Time-series of CVOC Concentrations in the Groundwater Interception Trench Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

1,1,1 TCADichloro difluoro methane

Vinyl Chloride

1,1 DCA1,1 DCEcis 1,2 DCE

PCETCE 1,4 DCB1,2 Dichloro propane

Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE


TCE, CIS-1,2 DCE, and Total VOC Time-Series GraphEveready Battery Company

St. Albans, VT

FIGURE 58 GT-7/7A

0

50

100

150

200

250

300

350

01-88

01-89

01-90

01-91

01-92

01-93

01-94

01-95

01-96

01-97

01-98

01-99

01-00

01-01

01-02

01-03

01-04

01-05

01-06

01-07

01-08

01-09







BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.03.3BRL<1.02.6 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 5.9


BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.6BRL < 0.4BRL < 0.5BRL < 0.5 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 BRL

NSNSNSNSNSNSNSNS NSNSNS NSNS NS09/29/08 NS

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75

Results in micrograms per liter (ug/L).Only compounds that have been detected are charted.ND = None detected.NS = Not Sampled. NA= Not AnalyzedTBQ = Trace below quantitation limit indicated.VGES = Vermont Groundwater Enforcement Standard.Shaded areas denote VGES or WQC exceedances.

Notes:


benjamin.meade

Text Box

Figure 7 - Time-series of CVOC concentrations down-gradient of the Groundwater Interception Trench - GT-7/GT-7A Energizer Corporation St. Albans, VT (ECS, 2009, Annual Site Monitoring Report)

1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 6 ME-30-07

0

100

200

300

400

500

600

700

800

900

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14









ND < 2.6ND < 4.6ND < 4.3ND < 1.6ND < 3.018.4ND < 2.6323 ND < 2.2ND < 2.2ND < 2.9 ND < 4.0ND < 4.6 ND < 2.110/31/06 341.4






ND<5.0ND<2.5ND<5.0ND<5.0ND<5.0ND<5.0ND<5.0117 ND<5.0ND<5.0ND<5.0 ND<5.0ND<5.0 ND<5.011/06/12 117


2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 7 - Time-series of CVOC concentrations down-gradient of the Groundwater Interception Trench - ME-30-07 Energizer Corporation St. Albans, VT (ECS, 2014, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 13 ME-31-07

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)


NANANANANANANANA NANANA NANA NA11/09/01 NA








2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 6 ME-29-07

0

5

10

15

20

25

30

35

40

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)














2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 9 ME-28-08

0

100

200

300

400

500

600

700

800

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14









ND < 0.5ND < 0.9ND < 0.9ND < 0.3ND < 0.63.12.173.6 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 78.8

ND<1.0ND<1.0ND<1.0ND<1.0ND<1.03.0ND<1.0100 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.012/10/07 103







2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 5 GT-10

0

20

40

60

80

100

120

140

160

180

200

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)







BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.02.4 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 2.4


BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.6BRL < 0.4BRL < 0.51.8 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 1.8



2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box

Figure 7 - Time-series of CVOC concentrations down-gradient of the Groundwater Interception Trench - GT-10 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 10 GT-9

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)


NDNDNDNDNDNDNDND NDNDND NDND ND06/12/91 ND







NDNDNDNDNDNDNAND NDNDND NDND ND04/24/95 ND







ND<1ND<10ND<5ND<1ND<1ND<1ND<1ND<1 ND<1ND<1ND<1 ND<1ND<1 ND<102/01/00 ND


ND<1.0ND<10.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/13/00 ND







BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 ND


BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.6BRL < 0.4BRL < 0.5BRL < 0.5 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 ND

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75

Results in micrograms per liter (ug/L).Only compounds that have been detected are charted.ND = None detected.NS = Not Sampled.TBQ = Trace below quantitation limit indicated.VGES = Vermont Groundwater Enforcement Standard.Shaded areas denote VGES or WQC exceedances.

Notes:


benjamin.meade

Text Box

Figure 7 - Time-series of CVOC concentrations down-gradient of the Groundwater Interception Trench - GT-9 Energizer Corporation St. Albans, VT (ECS, 2007, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 22 ME-04-13

0

500

1000

1500

2000

2500

3000

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13


ND<5.0ND<50.0ND<10.0ND<5.0ND<5.0301ND<5.0635 ND<5.0ND<5.0ND<5.0 ND<5.0ND<5.0 ND<5.011/08/01 936






ND<1.0ND<2.01.2ND<1.05.91100ND<1.01020 ND<1.0ND<1.0ND<1.0 ND<1.015.3 ND<1.010/27/05 2142.4

ND < 2.6ND < 2.9ND < 4.3ND < 1.6ND < 3.0316ND < 2.6465 ND < 2.2ND < 2.2ND < 2.9 ND < 4.0ND < 4.6 ND < 2.110/31/06 781


20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - ME-04-13 Energizer Corporation St. Albans, VT (ECS, 2009, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 32 YWC-102S

0

20

40

60

80

100

120

140

160

180

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)








BRL<5.0BRL<2.0BRL<5.0BRL<5.0BRL<5.0ND<5.0BRL<5.06.9 BRL<5.0BRL<5.0BRL<5.0 BRL<5.0BRL<5.0 BRL<5.010/27/05 11.2

BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.64.4BRL < 0.522.6 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 27

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.0ND<1.0BRL<1.0ND<1.0 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.010/27/08 BRL

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.012.4BRL<1.039.6 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/05/10 52

2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - YWC-102S Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - YWC-102D Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 26 OW-8

0

20

40

60

80

100

120

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13









ND < 0.5ND < 0.6ND < 0.9ND < 0.3ND < 0.65.3ND < 0.51.2 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 6.5



ND<1.0ND<2.0ND<1.0ND<1.0ND<1.01.9ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.011/06/12 1.9

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - OW-8 Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - OW-7 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - ME-35-10 Energizer Corporation St. Albans, VT (Marin, 2002, Semi-Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 45 ME-34-7.5

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)










20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - ME-34-7.5 Energizer Corporation St. Albans, VT (ECS, 2005, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 25 ME-33-07

0

1

2

3

4

5

6

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13






ND<1.0ND<5.0ND<2.0ND<1.0ND<1.01.7ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<20ND<1.0 ND<1.010/29/03 1.7


ND<1.0ND<2.0ND<1.0ND<1.0ND<1.04.0ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/06/05 4

ND < 0.5ND < 0.6ND < 0.9ND < 0.3ND < 0.62.9ND < 0.5ND < 0.5 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.411/02/06 2.9




20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box



Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 43 ME-32-08/32-08R

0

0.5

1

1.5

2

2.5

3

3.5

4

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)


ND<1ND<10ND<2ND<1ND<1ND<1ND<11.7 ND<1ND<1ND<1 ND<1ND<1 ND<107/13/00 1.7





20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box

Figure 8 - Time-series of CVOC concentrations within the Former Landfill and Coal Area plume - ME-32-08/ME-32-08R Energizer Corporation St. Albans, VT (ECSMarin, 2003, Semi-Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 24 ME-24-07

0

50

100

150

200

250

300

350

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13


ND<2.0ND<20.0ND<4.0ND<2.0ND<2.0199ND<2.053.1 ND<2.0ND<2.0ND<2.0 ND<2.0ND<2.0 ND<2.011/08/01 252.1








20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 28 ME-23-11

0

20

40

60

80

100

120

140

160

180

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)




1.0ND<10.0ND<2.0ND<1.0ND<1.056.8ND<1.096.4 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/28/02 154.2


1.2ND<5.0ND<2.0ND<1.0ND<1.049.3ND<1.075.4 ND<1.0ND<1.0ND<1.0 ND<2.0ND<1.0 ND<1.010/29/03 125.9



BRL < 0.5BRL < 0.6BRL < 0.91.3BRL < 0.664.3BRL < 0.576.6 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 142.2



2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 23 ME-15-13

0

5

10

15

20

25

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13



ND<1.0ND<10.0ND<2.0ND<1.0ND<1.09.5ND<1.0ND<1.0 ND<1.0ND<1.0ND<1.0 ND<1.01.3 ND<1.004/24/02 10.8






ND < 0.5ND < 0.6ND < 0.9ND < 0.3ND < 0.62.7ND < 0.5ND < 0.5 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 2.7




20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


benjamin.meade

Text Box


benjamin.meade

Text Box


1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 27 NB-2

0

50

100

150

200

250

300

350

400

450

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13








--0.25----0.057--2.7 0.8 --WQC 0.38-- ---- 5.7 --



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 9 - Time-series of CVOC Concentrations in Surface Water - NB-2 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 36 SW-1

0

50

100

150

200

250

300

350

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)







DestroyedNSNSNSNSNSNSNS NSNSNS NSNS NS11/02/06 NS

4.7BRL<2.0BRL<1.0BRL<1.0BRL<1.014.8BRL<1.050.0 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.010/31/08 69.5


2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box

Figure 9 - Time-series of CVOC Concentrations in Surface Water - SW-1 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 35 SS-3

0

0.5

1

1.5

2

2.5

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)












2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box

Figure 9 - Time-series of CVOC Concentrations in Surface Water - SS-3 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 28 SS-2

0

20

40

60

80

100

120

140

160

180

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13











--0.25----0.057--2.7 0.8 --WQC 0.38-- ---- 5.7 --



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 9 - Time-series of CVOC Concentrations in Surface Water - SS-2 Energizer Corporation St. Albans, VT (ECS, 2011, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 9 - Time-series of CVOC Concentrations in Surface Water - SS-1 Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)

alice.nelson

Text Box

Figure 10 - Soil Gas Concentrations (TCE) Energizer Corporation St. Albans, VT (Marin, 2000a)

benjamin.meade

Text Box

Figure 11 - Soil TCE Distribution Energizer Corporation St. Albans, VT (Marin, 2000b)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - PE-4 Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - YWC-103 Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 35 OW-6

0

500

1000

1500

2000

2500

3000

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)


2NDNDNDNDNDND42 NDNDND NDND 105/06/92 45

3NDND237ND173 NDNDND NDND ND10/13/94 188

2.2NDND1.92.76.8ND210 NDNDND NDND ND04/24/95 223.6

4.5NDND2.02.711.4ND368 NDNDND TBQ<5ND ND10/17/95 388.6

NDNDNDNDND10.1ND495 NDNDND NDND ND04/10/96 505.1

NDNDNDNDND14.714.9748 NDNDND NDND ND10/16/96 777.6



NDNDNDNDNDTBQ<20ND1430 NDNDND NDND ND08/21/98 1430


NDNDNDNDNDNDND1750 NDNDND NDND ND08/30/99 1750

ND<20ND<200ND<100ND<20ND<2022.6ND<202650 ND<20ND<20ND<20 ND<20ND<20 ND<2002/03/00 2672.6

ND<20ND<200ND<40ND<20ND<20ND<20ND<201320 ND<20ND<20ND<20 ND<20ND<20 ND<2007/12/00 1320

ND<20.0ND<200ND<40.0ND<20.0ND<20.0ND<20.0ND<20.01840 ND<20.0ND<20.0ND<20.0 ND<20.0ND<20.0 ND<20.010/11/00 1840


ND<20.0ND<200ND<40.0ND<20.0ND<20.028.4ND<20.01170 ND<20.0ND<20.0ND<20.0 ND<20.0ND<20.0 ND<20.011/06/01 1198.4





BRL<1.0BRL<2.0BRL<1.0BRL<1.01.68.6BRL<1.0958 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 968.2

BRL<10.0BRL<20.0BRL<10.0BRL<10.0BRL<10.0BRL<10.0BRL<10.01150 BRL<10.0BRL<10.0BRL<10.0 BRL<10.0BRL<10.0 BRL<10.010/27/05 1150

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - OW-6 Energizer Corporation St. Albans, VT (ECS, 2006, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F15 Energizer Corporation St. Albans, VT (Marin, 2000, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 21 MW-F14

0

20

40

60

80

100

120

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13








ND<1.0ND<2.0ND<1.0ND<1.0ND<1.08.3ND<1.077.7 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/05/05 86





20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F14 Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F13 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

benjamin.meade

Text Box


benjamin.meade

Text Box


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F8 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 20 MW-F6

0

200

400

600

800

1000

1200

1400

1600

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13


27.4ND<100ND<20.0ND<10.025.5ND<10.0ND<10.0462 ND<10.0ND<10.0ND<10.0 ND<10.0ND<10.0 ND<10.011/09/01 514.9

14.9ND<50.0ND<10.010.512.4ND<5.0ND<5.0208 ND<5.0ND<5.0ND<5.0 ND<5.0ND<5.0 ND<5.004/23/02 245.8


24.5ND<20.0ND<8.011.022.26.4ND<4.0417 ND<4.0ND<4.0ND<4.0 ND<8.0ND<4.0 ND<4.010/27/03 481.1

36.5ND<2.0ND<1.011.733.513.6ND<1.0777 ND<1.0ND<1.0ND<1.0 ND<1.02.3 ND<1.011/03/04 874.6


18.8ND < 2.9ND < 4.39.223.48.5ND < 2.6548 ND < 2.2ND < 2.2ND < 2.9 ND < 4.0ND < 4.6 ND < 2.110/31/06 607.9




20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-5 Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 32 MW-F4

0

20

40

60

80

100

120

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)


NDNDNDNDNDNDND2.2 NDNDND NDND ND10/30/97 2.2

NDNDND1.5ND25.2ND11.4 NDNDND NDND ND08/21/98 41.5

NDNDND1.2ND29.8ND12.0 NDNDND NDND ND12/14/98 47.3

1.3NDND1.6ND27.2ND53.8 NDNDND 2.3ND ND08/30/99 92

ND<1ND<10ND<52.2ND<137.2ND<149.6 ND<15.5ND<1 2.2ND<1 ND<102/02/00 96.7

ND<1ND<10ND<22.0ND<131.9ND<125.4 ND<14.2ND<1 ND<1ND<1 ND<107/13/00 63.5

ND<1.0ND<10.0ND<2.01.3ND<1.027.8ND<1.016.8 ND<1.03.9ND<1.0 ND<1.0ND<1.0 ND<1.010/11/00 49.8




ND<1.0ND<10.0ND<2.0ND<1.0ND<1.016.4ND<1.017.7 ND<1.02.7ND<1.0 ND<1.0ND<1.0 ND<1.010/30/02 36.8



BRL<1.0BRL<2.0BRL<1.01.3BRL<1.011.8BRL<1.09.9 BRL<1.02.4BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 25.4

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.03.4BRL<1.01.0 BRL<1.01.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.010/27/05 5.4

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box



Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 31 MW-F3

0

20

40

60

80

100

120

140

160

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)





NDNDNDNDND1.2ND27.2 NDNDND TBQ<2ND ND10/16/96 28.4

NDNDND1.9TBQ<146.3ND22.6 NDNDND NDTBQ<1 ND04/23/97 70.8

NDNDNDNDTBQ<1NDND88.6 NDND8.1 8.8ND ND10/30/97 105.5

NDNDNDNDNDNDNDTBQ<1 NDNDND NDND ND08/21/98 ND



ND<1ND<10ND<5ND<1ND<1ND<1ND<11.2 ND<1ND<1ND<1 ND<1ND<1 ND<102/02/00 1.2












20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F2A Energizer Corporation St. Albans, VT (Marin, 1999, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - MW-F1A Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 16 ME-27-17

0

200

400

600

800

1000

1200

1400

1600

1800

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13







ND<1.0ND<2.0ND<1.0ND<1.01.14.4ND<1.0121 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.011/03/04 126.5


ND < 0.5ND < 0.6ND < 0.9ND < 0.31.411.6ND < 0.5673 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 686







20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-27-17 Energizer Corporation St. Albans, VT (ECS, 2013, Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride

1,1 DCA1,1 DCEcis 1,2 DCEPCETCE 1,4 DCB1,2 Dichloro

propane

Carbon

Tetra

chloride

Chloro formTrans 1,2

DCE



Eveready Battery Company St. Albans, VT

FIGURE 29 ME-26-16

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01/01/88 01/01/90 01/01/92 01/01/94 01/01/96 01/01/98 01/01/00 01/01/02 01/01/04

Date

Co

nce

ntra

tion (

ug/L

)






20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECSMarin Project #: A00046

benjamin.meade

Text Box


1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 19 ME-25-16

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13








ND < 0.5ND < 0.6ND < 0.9ND < 0.3ND < 0.6ND < 0.4ND < 0.5ND < 0.5 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 BRL




20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-18-28 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCABromo

dichloro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 13 ME-18-19

0

500

1000

1500

2000

2500

3000

3500

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13

01-

14



2.5ND<1.0ND<1.03.24.448.6ND<1.01510 ND<1.0ND<1.0ND<1.0 1.2ND<1.0 ND<1.011/03/04 1569.9


ND < 0.5ND < 0.9ND < 0.9ND < 0.3ND < 0.61.6ND < 0.5181 ND < 0.4ND < 0.4ND < 0.6 ND < 0.8ND < 0.9 ND < 0.410/31/06 182.6


1.1ND<1.0ND<1.0ND<1.01.310.2ND<1.01160 ND<1.0ND<1.0ND<1.0 ND<1.0ND<1.0 ND<1.010/27/08 1172.6


ND<5.0ND<2.5ND<5.0ND<5.06.8880ND<5.02240 ND<5.0ND<5.0ND<5.0 ND<5.0ND<5.0 ND<5.011/05/10 3126.8



ND<25.013.2ND<25.0ND<25.0ND<25.041.2ND<25.0989 ND<25.0ND<25.0ND<25.0 ND<25.0ND<25.0 ND<25.010/24/13 1043.4

2000.62.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 22 ME-16-15

0

0.2

0.4

0.6

0.8

1

1.2

1.4

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)







DryDryDryDryDryDryDryDry DryDryDry DryDry Dry10/31/08 BRL


2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-14-22.5 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 38 ME-14-14

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)














20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box


benjamin.meade

Text Box


benjamin.meade

Text Box



Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 25 ME-12-16

0

20

40

60

80

100

120

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)














20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box


1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 21 ME-11-13

0

50

100

150

200

250

300

350

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)







BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.02.8BRL<1.0170 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.011/03/04 172.8

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.03.4BRL<1.0110 BRL<1.0BRL<1.0BRL<1.0 BRL<1.0BRL<1.0 BRL<1.010/27/05 113.4

BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.62.2BRL < 0.5128 BRL < 0.4BRL < 0.4BRL < 0.6 BRL < 0.8BRL < 0.9 BRL < 0.410/31/06 130.2



2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


benjamin.meade

Text Box



Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 23 ME-09-10

0

500

1000

1500

2000

2500

3000

3500

01-88 01-89 01-90 01-91 01-92 01-93 01-94 01-95 01-96 01-97 01-98 01-99 01-00 01-01 01-02 01-03 01-04 01-05 01-06 01-07Date

Con

cent

ratio

n (u

g/L)


NSNSNSNSNSNSNSNS NSNSNS NSNS NS02/02/00 ND



NSNSNSNSNSNSNSNS NSNSNS NSNS NS11/09/01 ND


20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-09-10 Energizer Corporation St. Albans, VT (ECSMarin, 2004, Annual Site Monitoring Report)

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-08-9.5 Energizer Corporation St. Albans, VT (Marin, 2000, Semi-Annual Site Monitoring Report)

1,1,1 TCADichloro

difluoromethane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloropropane

Carbon

Tetrachloride

Chloro

form

Trans 1,2

DCE




FIGURE 20 ME-07-09

0

50

100

150

200

250

300

350

400

450

500

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

Date

Co

ncen

trati

on

(ug

/L)



ND<1.0ND<10.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.0203 ND<1.0ND<1.0ND<1.0 ND<1.01.1 ND<1.004/23/02 204.1


ND<1.0ND<5.0ND<2.0ND<1.0ND<1.0ND<1.0ND<1.063.9 ND<1.021.1ND<1.0 ND<1.0ND<1.0 1.604/23/03 86.6


BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.052.2BRL<1.066.9 BRL<1.0BRL<1.0BRL<1.0 BRL<1.064.3 BRL<1.011/04/04 183.4

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.017.6BRL<1.0393 BRL<1.0BRL<1.0BRL<1.0 1.319.9 BRL<1.010/27/05 431.8

BRL < 0.5BRL < 0.6BRL < 0.9BRL < 0.3BRL < 0.6BRL < 0.4BRL < 0.596.6 BRL < 0.425.3BRL < 0.6 BRL < 0.8BRL < 0.9 1.311/01/06 123.2

BRL<1.0BRL<2.0BRL<1.0BRL<1.0BRL<1.0BRL<1.0BRL<1.060.1 BRL<1.022.3BRL<1.0 BRL<1.0BRL<1.0 1.611/06/08 168


2001,0002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:


benjamin.meade

Text Box


benjamin.meade

Text Box


1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride


DCE

PCETCE 1,4 DCB1,2

Dichloro

propane

Carbon

Tetra

chloride

Chloro

form

Trans 1,2

DCE

1,2 DCADate Total

VOCs



FIGURE 18 ME-02-16

0

1000

2000

3000

4000

5000

6000

7000

8000

01-

88

01-

89

01-

90

01-

91

01-

92

01-

93

01-

94

01-

95

01-

96

01-

97

01-

98

01-

99

01-

00

01-

01

01-

02

01-

03

01-

04

01-

05

01-

06

01-

07

01-

08

01-

09

01-

10

01-

11

01-

12

01-

13








ND<5.0ND<10.0170ND<5.0ND<5.070.0ND<5.0288 ND<5.0ND<5.0ND<5.0 ND<5.0ND<5.0 ND<5.010/05/05 528





20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECS Project #: 08-202853.02

benjamin.meade

Text Box


1,1,1 TCADichloro

difluoro

methane

Vinyl

Chloride

1,1 DCA1,1 DCEcis 1,2 DCEPCETCE 1,4 DCB1,2 Dichloro

propane

Carbon

Tetra

chloride

Chloro formTrans 1,2

DCE



Eveready Battery Company St. Albans, VT

FIGURE 20 ME-01-26

0

0.5

1

1.5

2

2.5

3

3.5

01/01/88 01/01/90 01/01/92 01/01/94 01/01/96 01/01/98 01/01/00 01/01/02 01/01/04

Date

Co

nce

ntra

tion (

ug/L

)



NDNDNDNDNDNDNDTBQ<1 NDNDND NDND ND12/15/98 ND

NDNDNDNDNDNDND1.0 NDNDND NDND ND08/30/99 1








20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75



ND = None detected.

NS = Not Sampled.




Notes:

ECSMarin Project #: A00046

benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - ME-01-26 Energizer Corporation St. Albans, VT (ECSMarin, 2003, Semi-Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 51 B-11

0

20000

40000

60000

80000

100000

120000

140000

160000

180000

01-88

01-89

01-90

01-91

01-92

01-93

01-94

01-95

01-96

01-97

01-98

01-99

01-00

01-01

01-02

01-03

01-04

01-05

01-06

01-07

01-08

01-09



ND<200ND<2000ND<400ND<200ND<200216ND<20030500 ND<200ND<200ND<200 ND<200ND<200 ND<20004/23/02 30716



BRL<200BRL<400BRL<200BRL<200BRL<200502BRL<20028500 BRL<200BRL<200BRL<200 BRL<200BRL<200 BRL<20012/05/08 29002

20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


benjamin.meade

Text Box

Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - B-11 Energizer Corporation St. Albans, VT (ECS, 2009, Annual Site Monitoring Report)


Vinyl Chloride



Carbon Tetra

chloride

Chloro form

Trans 1,2 DCE



St. Albans, VT

FIGURE 52 B-6

0

10000

20000

30000

40000

50000

60000

70000

80000

90000

01-88

01-89

01-90

01-91

01-92

01-93

01-94

01-95

01-96

01-97

01-98

01-99

01-00

01-01

01-02

01-03

01-04

01-05

01-06

01-07

01-08

01-09







BRL<50.0BRL<100BRL<50.0BRL<50.0BRL<50.0650BRL<50.022500 BRL<50.0BRL<50.0BRL<50.0 BRL<50.0BRL<50.0 BRL<50.010/06/05 23150

BRL < 132BRL < 145BRL < 215BRL < 82.5BRL < 148432BRL < 12819600 BRL < 112BRL < 110BRL < 145 BRL < 200BRL < 232 BRL < 10511/02/06 20032



20010002.0707.0705.0 5.0 --VGES 5.0100 6.05.0 5.0 75


Notes:


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Figure 12 - Time-series of CVOC concentrations within the Former Degreasing/Parts Cleaning Units plume - B-6 Energizer Corporation St. Albans, VT (ECS, 2009, Annual Site Monitoring Report)

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Table 1 - Summary of Hydraulic Conductivity Testing Energizer Corporation St. Albans, VT (Marin, 2000b)

Table 2Maximum Historic TCE DetectionsEnergizerSt. Albans, VT

Well ID Sampling Date TCE (ug/L) Well ID Sampling Date TCE (ug/L)

B-11 10/30/2002 52800 ME-24-07 10/27/2008 155B-6 4/23/2003 80800 ME-25-16 - ND

GT-10 10/17/1995 158 ME-26-16 - NDGT-3 7/23/1993 1771 ME-27-17 11/6/2012 1560

GT-4D 6/12/1991 6.9 ME-28-08 10/24/2000 682GT-4S 10/14/1994 130 ME-29-04 10/24/2000 18.1GT-5 10/24/2013 166 ME-29-07 10/13/2000 28.3GT-6 10/21/1997 94 ME-30-07 7/10/2000 718

GT-7/7A 12/15/1998 307 ME-31-07 - NDGT-8 - ND ME-32-08 10/13/2000 2.7GT-9 - ND ME-33-07 - ND

ME-01-15 8/30/1999 6800 ME-34-7.5 - NDME-01-26 8/20/1998 3.2 ME-35-10 10/17/2000 1.6ME-02-16 2/3/2000 7080 MW-F11 10/17/1996 1.9ME-02-30 8/20/1998 1.8 MW-F13 4/11/1996 6.1ME-03-16 10/18/2004 14000 MW-F14 10/5/2005 77.7ME-04-13 8/20/1998 1880 MW-F15 - NDME-04-19 11/3/2004 759 MW-F1A 10/16/1996 127ME-05-09 8/20/1998 4.8 MW-F2A 4/11/1996 5.5ME-05-18 2/3/2000 1 MW-F3 4/23/2003 122ME-07-09 10/27/2005 393 MW-F4 8/30/1999 53.8ME-08-9.5 11/8/2001 55.1 MW-F5 4/10/1996 16.8ME-09-10 7/13/2000 3030 MW-F6 10/30/1997 1250ME-10-20 - ND MW-F8 8/30/1999 11.3ME-11-13 7/11/2000 324 MW-F9 10/16/1996 40.4ME-12-16 4/23/2003 112 NB-2* 12/15/1998 367ME-13-14 - ND OW-6 2/3/2000 2650ME-13-23 - ND OW-7 12/15/1998 3.1ME-14-14 - ND OW-8 12/15/1998 4.3

ME-14-22.5 - ND PE-2 - NDME-15-13 - ND PE-4 8/20/1998 1.2ME-16-15 10/29/2002 1.2 SB-1 - NDME-17-18 - ND SS-1* 6/12/1991 130ME-18-19 11/5/2010 2240 SS-2* 10/21/1997 91.7ME-18-28 - ND SS-3* 10/17/1995 2.1ME-19-19 - ND SW-1* 8/21/1998 283

ME-20-10.5 - ND YWC-101 10/31/2006 1790ME-21-12 - ND YWC-102D 4/11/1996 6.3

ME-22-10.5 - ND YWC-102S 2/3/2000 91ME-23-11 10/28/2002 96.4 YWC-103 4/23/1997 1.8

Notes:*Surface Water LocationsND = Non Detect, samples listed as ND were ND for all available sampling datesData compiled from Marin and ECS Annual and Semi-Annual Monitoring Reports

Documents

Energizer Battery Manufacturing, Inc. Historical Site ... · 1.0 INTRODUCTION 1-1 ... (YWC), between 1947 and 1989, nickel and chromium were used in electroplating aluminum flashlight