ENVIRONMENTAL CONDITION OF PROPERTY REPORTmrra.us/wp-content/uploads/2013/03/Revision_2_ECP... ·...

- Final (Revision 2) -

ENVIRONMENTAL CONDITION OF PROPERTY REPORT

for the

NAVAL AIR STATION BRUNSWICK, MAINE

Department of the Navy BRAC Program Management Office Department of the Navy

Base Realignment and Closure Program Management Office 1455 Frazee Road, Suite 900

San Diego, California 92108-4310

30 May 2006

- Final (Revision 2) -

ENVIRONMENTAL CONDITION OF PROPERTY

REPORT

for the

NAVAL AIR STATION BRUNSWICK, MAINE

Department of the Navy BRAC Program Management Office Department of the Navy

Base Realignment and Closure Program Management Office 1455 Frazee Road, Suite 900

San Diego, California 92108-4310

30 May 2006

THIS PAGE INTENTIONALLY LEFT BLANK

Department of the Navy BRAC Program Management Office

FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-i

TABLE OF CONTENTS

Section Page TABLE OF CONTENTS ................................................................................................................ I ABBREVIATIONS, ACRONYMS, AND SYMBOLS.....................................................................V EXECUTIVE SUMMARY ..............................................................................................................1 1.0 PURPOSE............................................................................................................................ 1 2.0 BACKGROUND................................................................................................................... 3 3.0 PROPERTY DESCRIPTION................................................................................................ 5 4.0 ENVIRONMENTAL CONDITION OVERVIEW – EXISTING ENVIRONMENTAL

INFORMATION....................................................................................................................7 4.1 CLASSIFICATION OF ENVIRONMENTAL CONDITIONS ......................................... 7 4.2 INSTALLATION RESTORATION PROGRAM SITES................................................. 8

4.2.1 Site 1 Orion Street Landfill – North.................................................................. 8 4.2.2 Site 2 Orion Street Landfill – South ............................................................... 10 4.2.3 Site 3 Hazardous Waste Burial Area ............................................................. 12 4.2.4 Site 4 Acid/Caustic Pit ................................................................................... 12 4.2.5 Site 5 Orion Street Asbestos Disposal Site ................................................... 14 4.2.6 Site 6 Sandy Road Rubble and Asbestos Disposal Site ............................... 14 4.2.7 Site 7 Old Acid/Caustic Pit Site ..................................................................... 14 4.2.8 Site 8 Perimeter Road Disposal Site ............................................................. 16 4.2.9 Site 9 Neptune Drive Disposal Site ............................................................... 16 4.2.10 Site 10 Defense Fuel Support Point Casco Bay, Harpswell .......................... 19 4.2.11 Site 11 Fire Training Area.............................................................................. 20 4.2.12 Site 12 Explosive Ordnance Detonation Training Area ................................. 20 4.2.13 Site 13 Defense Reutilization and Marketing Office Area.............................. 21 4.2.14 Site 14 Old Dump #3 ..................................................................................... 22 4.2.15 Site 15 Merriconeag Extension Debris Site ................................................... 22 4.2.16 Site 16 Swampy Road Debris Site ................................................................ 22 4.2.17 Site 17 Former Pesticide Shop (Building 95)................................................. 23 4.2.18 Site 18 West Runway Study Area ................................................................. 23 4.2.19 POL 1 Old Navy Fuel Farm ........................................................................... 24 4.2.20 POL 2 Navy Exchange Service Station ......................................................... 24

4.3 STORAGE TANKS.................................................................................................... 26 4.3.1 Underground Storage Tanks ......................................................................... 26 4.3.2 Aboveground Storage Tanks......................................................................... 27

4.4 MUNITIONS AND EXPLOSIVES OF CONCERN..................................................... 27 4.5 HAZARDOUS WASTE .............................................................................................. 29 4.6 POLYCHLORINATED BIPHENYLS.......................................................................... 30 4.7 RADIOLOGICAL MATERIALS .................................................................................. 30 4.8 PESTICIDES............................................................................................................. 30

4.8.1 Past Pesticide Impacts .................................................................................. 31 4.8.2 Present Pesticide Use ................................................................................... 31

4.9 ASBESTOS............................................................................................................... 31 4.10 LEAD-BASED PAINT ................................................................................................ 34 4.11 RADON ..................................................................................................................... 36 4.12 AIR QUALITY............................................................................................................ 36


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-ii

4.13 WATER QUALITY..................................................................................................... 37 4.13.1 Drinking Water............................................................................................... 37 4.13.2 Groundwater.................................................................................................. 38 4.13.3 Stormwater .................................................................................................... 38 4.13.4 Wastewater.................................................................................................... 39 4.13.5 Surface Water................................................................................................ 40

4.13.5.1 Mere Brook/Harpswell Cove Complex ............................................ 40 4.13.5.2 Buttermilk Cove Watershed ............................................................ 41 4.13.5.3 Androscoggin River ........................................................................ 41

4.14 NATURAL RESOURCES.......................................................................................... 41 4.14.1 Floodplains .................................................................................................... 41 4.14.2 Wetlands and Aquatic Habitats (Special Aquatic Sites) ................................ 42 4.14.3 Coastal Zone Areas....................................................................................... 43 4.14.4 Coral Reefs.................................................................................................... 43 4.14.5 Fisheries ........................................................................................................ 43 4.14.6 Marine Mammals ........................................................................................... 44 4.14.7 Threatened, Endangered, and Other Sensitive Species ............................... 44

4.14.7.1 Grasshopper Sparrow (state endangered) ..................................... 44 4.14.7.2 Upland Sandpiper (state threatened).............................................. 44 4.14.7.3 Clothed Sedge (state endangered)................................................. 45 4.14.7.4 Horned Lark .................................................................................... 45 4.14.7.5 Vesper Sparrow .............................................................................. 46

4.14.8 Geological Hazards ....................................................................................... 46 4.15 CULTURAL RESOURCES........................................................................................ 46

4.15.1 Historical Resources...................................................................................... 46 4.15.2 Archaeological Resources............................................................................. 47 4.15.3 Native American Graves Protection and Repatriation Act............................. 49

4.16 SUMMARY OF ENVIRONMENTAL CONDITIONS .................................................. 49 5.0 CERTIFICATION ............................................................................................................... 51


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-iii

LIST OF TABLES

Table 4-1. Summary of CERCLA Information Table 4-2. Underground Storage Tanks at NAS Brunswick Table 4-3. Existing Aboveground Storage Tanks in NAS Brunswick/Topsham Annex

Inventory Table 4-4. Oil/Water Separators at NAS Brunswick Table 4-5. Existing Transformer Inventory for NAS Brunswick Table 4-6. Polychlorinated Biphenyls Disposal History Table 4-7. Former Transformer Inventory for NAS Brunswick Table 4-8. 1994 - 2005 Building 647 Pesticides, Insecticides, Herbicides, and Fungicides

Use at NAS Brunswick Table 4-9. 2002 - 2005 Building 39 Pesticides, Insecticides, Herbicides, and Fungicides

Used at NAS Brunswick Golf Course Table 4-10. Pesticide Use at Facilities and Frequency Table 4-11. Pesticides Approved for Use at NAS Brunswick Table 4-12. 2004 Pesticides, Insecticides, Herbicides, and Fungicides Used at NAS

Brunswick Table 4-13. Asbestos Inventory Table 4-14. Asbestos in Base Housing Table 4-15. Lead-Based Paint in Base Housing Table 4-16. Radon Screens and Radon Assessment Results Table 4-17. 2004/2005 Emission Source List (as of October 2005) Table 4-18. Air Emissions Specified in the Air License Table 4-19. Total Licensed Annual Emissions Table 4-20. Actual Annual Air Emissions Table 4-21. Wetland Types Mapped at NAS Brunswick Table 4-22. Essential Fish Habitat Designation for Casco Bay Table 4-23. Rare, Threatened, and Endangered Species at NAS Brunswick

LIST OF FIGURES

Figure 3-1. Site Location Map Figure 4-1. CERCLA Site Locations Figure 4-2. Underground Storage Tank Locations Figure 4-3. Potential MEC Areas Figure 4-4. Hazardous Waste / RCRA Facilities Figure 4-5. Asbestos in Base Housing Figure 4-6. Lead-Based Paint in Base Housing Figure 4-7. Locations Tested for Radon Figure 4-8. Air Emission Source Buildings Figure 4-9. Drinking Water Supply Wells Figure 4-10. Stormwater Map Figure 4-11. Wastewater System Figure 4-12. FEMA Flood Map Figure 4-13. Wetlands (Planning Level Only) Figure 4-14. Jurisdictional Wetland and Vernal Pool Delineation


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-iv

Figure 4-15. State Endangered or Threatened Species or Species Habitat Figure 4-16. Rare Communities Figure 4-17. Historical Buildings and Structures Figure 4-18. Archaeological Sensitive Areas Figure 4-19. Summary of Environmental Conditions

LIST OF APPENDICES Appendix A: References Appendix B: List of Contacts


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-v

ABBREVIATIONS, ACRONYMS, AND SYMBOLS

ACM Asbestos Containing Material AHERA Asbestos Hazard Emergency

Response Act

AICUZ Air Installation Compatible Use Zone

ARAR Applicable or Relevant and Appropriate Requirement

AST Aboveground Storage Tank

ATSDR Agency for Toxic Substance and Disease Registry

bbl barrel

BEQ Bachelor Enlisted Quarters

BFE Base Flood Elevations

bgs below ground surface

BPT Best Practical Treatment

BRAC Base Realignment and Closure

BTEX benzene, toluene, ethylbenzene, and xylene

CAA Clean Air Act

CERCLA Comprehensive Environmental Response, Compensation, and Liability Act

CERFA Community Environmental Response Facilitation Act

CFR Code of Federal Regulations

COC Contaminants of Concern

CPO Chief Petty Officer

CWA Clean Water Act

DDE dichloro-diphenyldichloro-ethylene

DDT dichloro-diphenyl-trichloroethane

DESC Defense Energy Support Center

DLA Defense Logistics Agency

DOD Department of Defense

DRMO Defense Reuse and Marketing Office

E1 Subtidal

E2 Intertidal

EA Environmental Assessment

EBS Environmental Baseline Survey

ECP Environmental Condition of Property

EFH Essential Fish Habitat

EOD Explosive Ordnance Disposal

ESA Endangered Species Act

EW Extraction Well

FEMA Federal Emergency Management Administration

FFA Federal Facilities Agreement

FFDCA Federal Food, Drug, and Cosmetic Act

FIFRA Federal Insecticide, Fungicide, and Rodenticide

FONSI Finding of No Significant Impact

ft. feet/foot

GRO Gasoline Range Organics

HAP Hazardous Air Pollutant

HUD Housing and Urban Development

ICRMP Integrated Cultural Resources Management Plan

INRMP Integrated Natural Resources Management Plan

IPM Integrated Pest Management

IRP Installation Restoration Program

JP jet petroleum

LBP lead-based paint

LTMP Long Term Monitoring Plan


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine TOC-vi

LUCIP Land Use Control Implementation Plan

MBtu/hr million British thermal units per hour

MCL Maximum Contaminant Level

ME DEP Maine Department of Environmental Protection

MEC Munitions and Explosives of Concern

MEK methyl ethyl ketone

mg/kg milligrams per kilograms

MTBE methy tertiary-butyl ether

MW Monitoring Well

NAS Naval Air Station

NAVRAMP Navy Radon Assessment and Mitigation Program

NEX Navy Exchange

NFA No Further Action

NOAA National Oceanic and Atmospheric Administration

NOI Notice of Intent

NOx nitrogen oxides

NPDES National Pollutant Discharge Elimination System

NPL National Priority List

NRHP National Register of Historic Places

OU Operable Unit

OWS Oil/Water Separator

PA Preliminary Assessment

PACM Presumed Asbestos Containing Material

PAH Polycyclic Aromatic Hydrocarbon

PCB polychlorinated biphenyls

pCi/L picoCuries per Liter

PMO Program Management Office

PMP Pest Management Plan

POL petroleum, oil, and lubricants

ppb parts per billion

ppm parts per million

Pub. L. Public Law

PVC polyvinyl chloride

QAPP Quality Assurance Project Plan

RACT Reasonable Available Control Technology

RCRA Resource Conservation and Recovery Act

ROD Record of Decision

SARA Superfund Amendments and Reauthorization Act

SDWA Safe Drinking Water Act

SERE Survival, Evasion, Resistance, and Escape

SHPO State Historic Preservation Office

SVOC Semi-Volatile Organic Compound

SWP3 Stormwater Pollution Prevention Plan

TCE trichloroethylene

TNT trinitrotoluene

TPH-DRO Total Petroleum Hydrocarbons-Diesel Range

TPH-GRO Total Petroleum Hydrocarbons-Gasoline Range

TSCA Toxic Substances Control Act

U.S. United States

U.S.C. United States Code

USEPA Environmental Protection Agency

UST Underground Storage Tank

VOC Volatile Organic Compound

XRF X-Ray Fluoresence


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine ES-1

EXECUTIVE SUMMARY

This Environmental Condition of Property (ECP) report for Naval Air Station (NAS) Brunswick, Maine summarizes the natural resources, cultural resources, and environmental conditions of the property as part of Base Realignment and Closure (BRAC) documentation associated with the closure of NAS Brunswick and relocation of aircraft, personnel, equipment, and support to Naval Air Station Jacksonville, Florida. Information was reviewed with installation points of contact to ensure all data are current and accurate. Where information was not available, the sources contacted and reference materials sought were documented.

NAS Brunswick, Maine, originally constructed and occupied in March of 1943, was first commissioned on April 15, 1943, with the primary mission of training British Naval Command (Royal Canadian Air Force) pilots. After the Air Station was deactivated in October 1946, the land and buildings were leased jointly to the University of Maine and Bowdoin College as annexes to ease the over-crowded conditions at both colleges caused by G. I. Bill student influx. When the station facilities were no longer needed, both colleges terminated their leases in 1949 and the Air Station was taken over by the Brunswick Flying Service. At this time, the buildings that had housed men and implements of war were put to uses never included in military design. Following this period of caretaker status, the Air Station was selected by the Navy as a prime center for development. During the development period, the Air Force reached an agreement with the Navy authorizing the construction on the station of an Air Force Control and Warning Facility, as a part of the continental circumferential radar screen. On March 15, 1951, the dormant-air station was recommissioned as a Naval Air Facility with the established mission of supporting three land-plane patrol squadrons and one Fleet Aircraft Service Squadron, and a planned future mission as a master jet air station with the primary mission of anti-submarine warfare.

On July 1, 1971, Commander Patrol Wings United States (U.S.) Atlantic Fleet/Commander Patrol Wing Five established his headquarters at NAS Brunswick. Changes have occurred on the Air Station since 1971 so that at present, three patrol squadrons flying the P3 Orion perform their duties here at NAS Brunswick. In addition, two reserve squadrons are also based at NAS Brunswick along with VPU-1 mission, the Naval Reserve Center, and Air Reserve Center. NAS Brunswick also provides support for the ships at Bath, Maine; the Naval Computer and Telecommunications Area Master Station Atlantic Detachment Cutler, Cutler, Maine; Naval Satellite Operations Center – Detachment Alfa, Prospect Harbor, Maine; the U.S. Naval Survival School at Rangeley, Maine; and the Department of Naval Sciences at the Maine Maritime Academy at Castine, Maine.

NAS Brunswick currently encompasses 2,834 acres (Main Station) in the town of Brunswick, Maine. Additionally, NAS Brunswick property includes approximately 26 acres of land (fee) and 34 acres of easement interest located north of Route 24 (Bath Road), identified as the North Clear Zone, which was acquired for Air Installation Compatible Use Zone (AICUZ) (Zamoski 2006). NAS Brunswick is situated between the Androscoggin River to the north and Casco Bay to the south. The subject of this report includes the information for the Main Station and, when available, includes the off-site locations (i.e., Topsham Annex; East Brunswick Remote Radio Transmitter Site; the McKeen Street Housing Complex; and two non-contiguous rake stations (Small Point and Sabino Point).



A brief summary of ECP findings is provided below by subject area.

• Classifications of Environmental Conditions. This ECP Report is not intended to identify uncontaminated property in compliance with the Community Environmental Response Facilitation Act (CERFA) and Department of Defense (DOD) policy. The Navy will comply with its statutory requirement to identify uncontaminated property through additional evaluations and documentation.

Environmental Baseline Surveys (EBS) were completed in 1996 for Topsham Annex (HRP 1996a) and the East Brunswick Facility (HRP 1996b) and in 2003 for NAS Brunswick housing areas, including the Main Station, Topsham Annex, and McKeen Street (Malcolm Pirnie 2003).

• Installation Restoration Program Sites. The Navy has identified 20 Installation Restoration Program (IRP) sites at NAS Brunswick since 1983. On October 19, 1990 the Navy entered into a Federal Facilities Agreement (FFA) with the U.S. Environmental Protection Agency (USEPA) and the Maine Department of Environmental Protection (ME DEP) that established goals and responsibilities among the Navy and the regulatory agencies and set enforceable cleanup schedules for the IRP sites at NAS Brunswick (Navy 2002a). Currently, there are 12 active sites (Sites 1, 2, 3, 4, 7, 9, 11, 12, 13, 17, POL 1, and POL 2) of which ten have a remedy in place and eight inactive sites (Sites 5, 6, 8, 10, 14, 15, 16, and 18) at NAS Brunswick (EA and ECC 2005, Drozd 2006). There are no IRP sites associated with Topsham Annex or McKeen Street housing area.

• Storage Tanks. There are 17 underground storage tanks (USTs) at NAS Brunswick Main Station, variously used to store diesel, fuel oils #1 and #2, unleaded fuel, jet fuel, and anti-freeze. All USTs on-site are registered with the ME DEP when installed, in accordance with ME DEP Chapter 691 UST regulations (Joy 2006c). All UST have been removed from the McKeen Street housing area. All UST have been removed or abandoned in place at Topsham Annex.

There are currently 138 active aboveground storage tanks (ASTs) in use containing gasoline, diesel, #1 and #2 fuel oil, jet petroleum (JP)-8, hydraulic oil, waste oil, cooking grease, waste glycol, ethylene glycol, and lube oil at the Main Station (Rickel 2006b). Two of the ASTs are 845,000-gallon in size containing JP-8 located at the Jet Fuel Storage Installation (JFSI). There are currently seven active ASTs at Topsham Annex (Rickel 2006b). There are no ASTs at the McKeen Street housing area.

There are 22 oil/water separators (OWSs) on-site that are connected to assorted floor drains and wash racks across the Main Station (Kempf 2005c). Three OWSs drain into the stormwater system, the remainder discharge into the sanitary sewer system (Apraham 2005).

• Munitions and Explosives of Concern. Four locations were identified at NAS Brunswick with potential for the presence of munitions and explosives of concern (MEC) as follows: the Former Munitions Bunker West Area, the Machine Gun Bore Sight Range, the Skeet Range, and the training area known as IRP Site 12.

The Site 12 was used from 1981-2003 for destruction of small quantities of ordnance, pyrotechnics and privately-manufactured explosive devices (Joy 2006c). Soil samples



collected from test pits in 1991 contained elevated concentrations of mercury and nitrate/nitrite.

In addition, a final Preliminary Assessment (PA) was conducted at the Former Munitions Bunker West Area (Malcolm Pirnie 2006a). The PA concluded that while the entire 29-acre Former Munitions Bunker Area is a suspected MEC area because of former training practices in the area, the likelihood of MECs is considered to be extremely low.

The former Machine Gun Bore Sight Range was used during the 1950s to align and test fire aircraft mounted guns. The former Machine Gun Bore Sight Range is not suspected to contain MEC. However, there is the potential for munitions constituents, particularly lead impacts, to be present. Sampling data was not available to estimate the potential for lead.

The former Main Station Skeet Range was used for training military personnel during the 1950s (Malcolm Pirnie 2006a). Based on historical documents, it is believed that only 12-gauge shotguns were used at the site. Lead shot from the expended shot gun ammunition is not considered MEC. However, there is the potential for lead impacts in soil and groundwater. Sampling data for metals and inorganics in groundwater and soil were not available to gauge the potential for munitions constituents.

The Topsham Annex had a Skeet Range which was located in the northern portion of the Navy property line (Malcolm Pirnie 2006b, Malcolm Pirnie 2005). The Skeet Range was used by the Air Force from approximately 1957 to 1970. There is no documentation that the Navy used the range after they assumed control of Topsham post-1970 (Malcolm Pirnie 2005).

There are no known MEC areas at McKeen Street housing area.

• Hazardous Waste. NAS Brunswick is classified as a large quantity generator of hazardous waste (generator identification number ME 8170022018) (Mosher 2005a). Hazardous waste is managed in Building 45, where it is stored for less than 90-days. According to Air Station personnel, the station had Resource Conservation and Recovery Act (RCRA) licenses for the operation of sulfuric acid neutralization in two buildings and silver recovery operations in another building. All RCRA operations and licenses have been terminated. There is no hazardous waste storage at Topsham Annex or McKeen Street housing area.

• Polychlorinated Biphenyls. All polychlorinated biphenyls (PCB) and PCB-contaminated transformers have been removed from NAS Brunswick since 1995. There is no remaining Navy-owned PCB-containing equipment at NAS Brunswick Main Station, Topsham Annex or McKeen Street housing area.

• Radiological Materials. There are no known radiological materials on NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area (Mosher 2005b).

• Pesticides. Prior to 1975, NAS Brunswick disposed of pesticides within the IRP Site 5 the Orion Street Landfill North and South and the Hazardous Waste Burial Area. Sampling events have identified pesticides in soil, groundwater, sediments, surface water, and leachate associated with these sites. Remedial actions have been implemented and long term monitoring continues at the landfill south.



Site 17 is the location of the former Building 95 where pesticides and herbicides were stored and mixed from 1955 to 1985 (ABB 1994). During the operation of the building, pesticides were released over a 1-acre area at the site. Remedial actions have been implemented, the site is still under investigation, and there is currently no ROD in place (EA and ECC 2005).

The Draft Pest Management Plan (PMP) for NAS Brunswick (Navy 2003b) describes the requirements and recommended best practices for all aspects of ongoing pest management for all of NAS Brunswick, including the off-base housing areas. Current pest control operations for the Main Station are based in Building 647 and pest control operations for the Golf Course are based in Building 39.

• Asbestos. A 2005 asbestos inventory of 210 buildings at NAS Brunswick indicates that 80 structures contain “identified” asbestos containing material (ACM), 62 buildings contain presumed asbestos containing material (PACM), and 68 buildings either have not been inspected or do not have any visible suspected ACM. Air Station personnel (Sanders 2006) have compiled a list of the locations of buildings that are known to contain ACM or PACM. The inventory does not include housing, housing maintenance building, or bachelor enlisted quarters (BEQ) barracks.

In 2004, an asbestos survey was conducted for the base housing which included Midway Terrace, Brunswick Gardens Capehart, Station Housing I, Station Housing II, Topsham Annex, and McKeen Street. The surveys were performed as part of the transfer of the housing units to a private developer under the public-private venture program. The surveys were conducted on a representative number of housing units in each area and did not include a walk-through inspection of all the units. It was assumed that un-inspected units of similar age, use, and history would have similar conditions as those identified at inspected units. All housing units surveyed had asbestos detected. The asbestos was in good condition and determined not to be a hazard (Dewberry 2004a-f).

• Lead-Based Paint. Military housing areas are inspected for lead paint prior to transfer for public/private venture (Sanders 2005). All painted surfaces are assumed to contain lead unless a negative determination has been made.

In 2004, a lead-based paint (LBP) inspection/risk assessment was conducted for the base housing which included Brunswick Gardens Capehart, Station Housing I, Station Housing II, Topsham Annex, and McKeen Street. The inspections were performed as part of the transfer of the housing units to a private developer under the public-private venture program. The purpose of the LBP inspection was to determine the presence of LBP and the risk assessment determined the hazard associated with the LBP. The inspections were conducted in the winter; therefore, the soil sampling (part of risk assessment) was not conducted but was scheduled for the spring. No information on any additional LBP sampling was available for inclusion in this report. The inspections were conducted on a representative number of housing units in each area and did not include a walk-through inspection of all the units. It was assumed that un-inspected units of similar age, use, and history would have similar conditions as those identified at inspected units. All the units inspected contained LBP except for the Brunswick Gardens Capehart housing. The lead paint risk assessment identified LBP hazard at 55 of the 100 housing units assessed due to the deteriorated condition of the paint.



• Radon. Radon investigations were conducted at NAS Brunswick Main Station, Topsham Annex and McKeen Street housing in 1990 and 1991-1992. The 1990 screening effort monitored radon levels in approximately 10 percent of the housing units, and identified two locations (Units 904-A and EE-A) with radon gas concentrations above the USEPA/Housing and Urban Development (HUD) action level of 4 picoCuries per Liter (pCi/L). The 1991-1992 radon survey involved installation of 335 radon monitors in 175 housing units (including units 904-A and EE-A) for approximately 1 year, and concluded that none of the detectors had radon results above the USEPA guidance.

• Air Quality. NAS Brunswick Main Station operates fuel burning equipment, electrical generation equipment, and process equipment (e.g., storage tanks, fuel dispensing facilities, deicing operations, degreasers, painting operations, and jet engine test cells) under a ME DEP air emission license (number A-268-71-AA-R). The license was issued December 7, 2004 and has a term of 5 years (ME DEP 2004). The license was amended once on August 22, 2005 to include new equipment and equipment changes (ME DEP 2005). The air emissions license is for the Main Station only. Topsham Annex and McKeen Street housing area do not require an emission license.

• Drinking Water. The domestic water supply for NAS Brunswick Main Station, Topsham Annex, and McKeen Street housing area is obtained from a public source: Brunswick and Topsham Water District (Navy 2003a). However, there are two drinking water wells located on NAS Brunswick Main Station. One of the supply wells is located at the golf course and is classified as a public domestic water supply well (Kempf 2006b). The second well is located at the guardhouse at Dyer’s Gate and is classified as a non-public domestic water supply well. Additionally, the northwest corner of NAS Brunswick is located within two Groundwater Aquifer Protection Zones; the majority of the base is located within the secondary protection zone, whereas a smaller portion of the base is located within the primary protection zone (Prosser 2002, Kempf 2006b).

• Groundwater. There are two local groundwater aquifers, overburden and bedrock, underlying NAS Brunswick (ATSDR 2005). Depth to groundwater in the overburden aquifer is between 10 feet (ft.) to 80 ft. below ground surface and regional groundwater flow is to the east towards the Gulf of Maine. Localized groundwater flow direction is variable. There are two domestic water wells on the base which are reportedly outside the area of groundwater contamination and compounds have not been detected in these wells at levels of health concern.

The groundwater at Topsham Annex is assumed to flow west and north west toward the Cathance River (HRP 1996a). There is no information available documenting the direction of groundwater flow at McKeen Street but it likely flows to the north toward the Androscoggin River.

• Stormwater. NAS Brunswick operates under a multi-sector stormwater National Pollutant Discharge Elimination System (NPDES) permit approved in 2001. NPDES permits are renewed every 5 years. NAS Brunswick submitted a Notice of Intent (NOI) for permit renewal in October 2005, but has not yet received its new NPDES permit from the ME DEP.



NAS Brunswick Main Station discharges stormwater into storm sewer systems that flow into surface water bodies located on the Air Station. There are currently three OWSs located on the Air Station that drain into the storm sewer system. The Taxiway “G” wash rack effluent passes through an OWS and discharges to a retention pond and ultimately to the Mere Brook Watershed (Kempf 2006b).

Topsham Annex discharge stormwater into stormwater sewer systems that flow into the Cathance River and ultimately into the Androscoggin River. McKeen Street housing area discharges stormwater to the headwaters of the Mere Brook and eventually through the NAS Brunswick proper to Harpswell Cove (Kempf 2006c, Kempf 2006e)

• Wastewater. The Brunswick Sewer District provides sanitary sewer service to the majority of the Air Station (KCI 1991). While service is provided by the municipal sewer district, NAS Brunswick owns and maintains all it own facilities including the three pumping stations and associated pipe network (KCI 1991). There are two locations at the southern extent of the runway that service the gate house/vehicle inspection facility and the recycling center that are attached to individual septic systems (Navy 2004).

There are two sources of industrial wastewater on NAS Brunswick (Kempf 2005b): a dental clinic and a deicing facility. Under Maine State law, all dental clinics are required to have a ME DEP-approved amalgam separator installed in the sanitary sewer discharge. The NAS Brunswick dental clinic has a REBEC 1000 Plus system, which is a state-approved system. The deicing facility on-site has two functions: (1) a deicing pad where all waste deicing fluid is captured and stored in a 90,000-gallon tank prior to disposal off-site; and (2) a wash rack, Taxiway “G”, used to rinse salt (from ocean seawater) from aircraft.

There are seven retention ponds on-site, including Picnic Pond (Apraham 2005, Kempf 2005c, Kempf 2006b). The water treatment ponds are acknowledged, to be contaminated from Navy operations over a period of many years, by NAS Brunswick personnel. The extent and characteristics of the contamination will require further investigation (Joy 2006a).

The Brunswick Sewer District provides sanitary sewer service to Topsham Annex and McKeen Street housing area (Kempf 2006c, Kempf 2006e).

• Surface Water. The main surface water features on and around NAS Brunswick include the Mere Brook/Harpswell Cove complex, Buttermilk Cove, and the Androscoggin River. There is a small pond on the southern end of the Topsham Annex. There is no surface water on the McKeen Street housing area.

• Floodplains. According to Federal Emergency Management Agency (FEMA) mapping, three areas of NAS Brunswick would be inundated by 100-year flood events: (1) the western side of NAS Brunswick along Mere Brook; (2) the southern half of the Site from where Mere Brook exits from under the runway down along the salt marsh to Harpswell Cove; and (3) the small area along Buttermilk Cove in the south east corner of NAS Brunswick. Both the Buttermilk Cove and the southern portion of Mere Brook flood areas have Base Flood Elevations (BFEs) determined. The western Mere Brook 100-year flood area does not have a BFE determined.



There are no areas of Topsham Annex or McKeen Street that lie within the 100-year flood boundary.

• Wetlands and Aquatic Habitats (Special Aquatic Sites). NAS Brunswick includes approximately 330 acres of non-tidal wetlands. A planning level wetland inventory was completed in 1998 which resulted in the mapping of approximately 443 acres of wetlands, approximately 75 percent of which are non-tidal wetlands. In addition, jurisdictional wetland delineations (wetland boundaries verified and marked in the field) have been conducted for several areas around the base within the past 5 years.

The Topsham Annex has one area which is a well-developed mixed class emergent-scrub/shrub wetland located in the northeastern portion of the open recreation area dividing the administrative area from the residential area. This wetland is bordered on the western edge by the annexed school district property. The other wetland is located at the southern end of the property below the Exchange parking lot and is mostly open water. (Geo-Marine 2001).

There are no known wetlands at the McKeen Street housing area.

• Coastal Zone Areas. The entire property of NAS Brunswick Main Station, Topsham Annex, and McKeen Street, along with the town of Brunswick and Topsham, lies within the Coastal Zone. The NAS Brunswick adjacent to tidal waters is designated as a coastal protection zone by the town of Brunswick. The Air Station golf course and picnic area lie within the protection zone, but have been assessed as having no impact on the protection zone.

• Coral Reefs. Coral reef protection is not applicable to NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area.

• Fisheries. There is no Essential Fish Habitat (EFH) designation determined specifically for NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area (Moore 2005), although the National Oceanic and Atmospheric Administration (NOAA) has identified EFH within the portion of Casco Bay that includes Harpswell Cove.

• Marine Mammals. The Marine Mammal Protection Act is not applicable to NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area because there are no marine activities that take place at NAS Brunswick (Moore 2005).

• Threatened, Endangered, and Other Sensitive Species. No federally listed threatened or endangered species are known to reside on NAS Brunswick Main Station, although three state-recognized threatened or endangered species have been sighted. These species are the grasshopper sparrow (state endangered), the upland sandpiper (state threatened), and the clothed sedge (state endangered). The horned lark and vesper sparrow are two additional species that occur at NAS Brunswick that are not listed as threatened or endangered in Maine, but have the potential to be listed in the future. There are no known threatened or endangered species at Topsham Annex or McKeen Street housing area.

• Geological Hazards. Two potential geological hazards at NAS Brunswick include earthquakes and coastal landslides. The earthquake zone for NAS Brunswick has a 10 percent chance in any 50 year period of having an earthquake capable of causing



minor damage. Both Harpswell and Buttermilk coves are classified as either low coastal bluff or non-bluff shoreline, which indicates that the shoreline is not at risk of failing in the form of a landslide. Coastal landslide hazard is not applicable to Topsham Annex or McKeen Street housing area because they are not located adjacent to the ocean.

• Historical Resources. A 1995 historical buildings and structures survey conducted for portions of NAS Brunswick identified three sites eligible for listing on the National Register of Historic Places (NRHP): Buildings 44, 63, and 64 (steel magazines), each of which possess integrity and met NRHP Criterion C. Other pre-1946 historical buildings and structures at NAS Brunswick did not meet NRHP criteria, due to a lack of demonstrable significance and/or lack of historical integrity. Post-1946 resources with the greatest potential for NRHP eligibility once they reach the age of 50 years were Building 211(field house/former subsistence buiding) and Buildings 226, 227, 517, and 518 (radio communications buildings) (Kincaid 2006). There are no historical resources on Topsham Annex or McKeen Street housing area.

• Archaeological Resources. There are no known archaeological sites at NAS Brunswick. Several areas have been identified as possessing high and moderate sensitivity for prehistoric sites located along the northern boundary, along portions of Mere Brook and its tributaries, and the shorelines of Harpswell and Buttermilk Coves. Three previously unrecorded historic archaeological localities have been noted. Additionally, over two dozen localities were identified as having high sensitivity for historic archaeological deposits. There are no archaeological resources on Topsham Annex or McKeen Street housing area.

• Native American Graves Protection and Repatriation Act. Native American graves have not been discovered on NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area (Moore 2005). A 1995 cultural resource survey did not document any information specific to Native American graves and there is no other documentation available specific to Native American graves at NAS Brunswick. Although documentation does not exist regarding any Native American resources, archaeology, graves or otherwise, the “pre-historic sensitive area” might contain such protected resources. In addition, although Native American Tribes of Maine have not participated in any consultations at NAS Brunswick, they have expressed interest if any such resources are found.


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine 1

1.0 Purpose

The Navy Base Realignment and Closure (BRAC) Program Management Office (PMO) prepared this Environmental Condition of Property (ECP) report for Naval Air Station (NAS) Brunswick, Maine.

This report used existing information to summarize the natural resources, cultural resources, and environmental conditions of NAS Brunswick property. Information was reviewed with installation personnel to ensure all data are current and accurate. Where information was not available, the sources contacted and reference materials sought were documented.

The purposes of the ECP report are to:

• Provide the BRAC PMO with the information it may use to make disposal decisions regarding the property;

• Provide the public with information relative to the environmental condition of the property;

• Assist the local government in planning for the reuse of BRAC property;

• Assist Federal agencies during the Federal property screening process;

• Provide information for prospective buyers;

• Assist new owners in meeting their obligations under the United States (U.S.) Environmental Protection Agency’s (USEPA’s) “All Appropriate Inquiry” regulations, at such time as they become final; and

• Assist in determining appropriate responsibilities, asset valuation, liabilities, and liabilities with other parties to a transaction.



2.0 Background

NAS Brunswick, Maine, originally constructed and occupied in March of 1943, was commissioned on April 15, 1943 with the primary mission of training British Naval Command (Royal Canadian Air Force) pilots. During the war years, the station (originally encompassing 1,487 acres) carried out a secondary mission associated with anti-submarine warfare.

After the Air Station was deactivated in October 1946, the land and buildings were leased jointly to the University of Maine and Bowdoin College as annexes to ease the over-crowded conditions at both colleges caused by an influx of students associated with the G.I. Bill (Servicemen's Readjustment Act of 1944). When the station facilities were no longer needed, both colleges terminated their leases in 1949 and the Air Station was taken over by the Brunswick Flying Service. At this time, housing and warehouse buildings were converted for a variety of non-military uses: Hangar One became a skating rink; Hangar Two and the Operations Tower were used as a civilian flying school; Hangar Three housed automobiles; ammunition magazines were used for mushroom farms; and the northern boundaries of the reservation became shrubbery nurseries (Navy 2005).

The Air Station was later selected by the Navy as a prime center for development. The Air Force reached an agreement with the Navy authorizing the construction on the station of an Air Force Control and Warning Facility, as a part of the continental circumferential radar screen.

On March 15, 1951, the dormant-air station was recommissioned as a Naval Air Facility with the established mission of supporting three land-plane patrol squadrons and one Fleet Aircraft Service Squadron, and a planned future mission as a master jet Air Station with the primary mission of anti-submarine warfare. On July 1, 1971, Commander Patrol Wings U.S. Atlantic Fleet/Commander Patrol Wing Five established his headquarters at NAS Brunswick.

At present, three patrol squadrons flying the P3 Orion perform their duties at NAS Brunswick, and it is the Air Station for two reserve squadrons. In addition, NAS Brunswick supports the VPU-1 mission and the Naval Reserve Center, and Air Reserve Center. NAS Brunswick also provides support for ships at Bath, Maine; the Naval Computer and Telecommunications Area Master Station Atlantic Detachment Cutler, Cutler, Maine; Naval Satellite Operations Center – Detachment Alfa, Prospect Harbor, Maine; the U.S. Naval Survival School at Rangeley, Maine; and the Department of Naval Sciences at the Maine Maritime Academy at Castine, Maine.

Photograph of NAS Brunswick (obtained from NAS Brunswick website)



3.0 Property Description

NAS Brunswick currently encompasses 2,834 acres (Main Station) in the town of Brunswick, Maine (Figure 3-1). Additionally, NAS Brunswick property includes approximately 26 acres of land (fee) and 34 acres of easement interest located north of Route 24 (Bath Road), identified as the North Clear Zone, which was acquired for Air Installation Compatible Use Zone (AICUZ) (Zamoski 2006).

NAS Brunswick is situated between the Androscoggin River to the north and Casco Bay to the south. The station is primarily located on a gently rolling sandy outwash plain that has been deeply incised by streams. The streams flow either to the north into the lower Androscoggin River, or to the south into the fingering bays of the eastern Casco Bay. The landscape of the Air Station is varied, ranging from pine and oak woodlands in undeveloped portions of the station to densely developed main operation-administration areas and runways (Louis Berger 1999).

There are several remote properties associated with NAS Brunswick, as described below.

• The McKeen Street Housing Complex is situated approximately 3 miles from the Main Station on the west side of central Brunswick (Figure 3-1). The housing area occupies 70 acres southwest of the intersection of McKeen Street and Baribeau Drive. The site contains 231 units of Capehart housing in a suburban setting. The terrain at McKeen Street is sandy and nearly level.

• The former East Brunswick Remote Radio Transmitter Site is located between Route 1 and Old Bath Road, approximately 3.2 miles northeast of the Main Station (Figure 3-1). This Site is situated on level, sandy terrain. The 66 acre tract is adjoined by gravel pits, farmland, and woods. The property is largely covered in blueberry heath. The transmitter and the antenna array has been dismantled. Buildings 523 and 524 were demolished in 1998.

• The Topsham Annex is situated in the neighboring town of Topsham approximately 4 miles north of the Main Station (Figure 3-1). Originally the total area of the Annex was 125 acres, containing 177 units of Capehart housing. Currently the annex consists of 74 acres, as portions of the property were transferred to the Maine Administrative School District in 1999 (approximately 45 acres) and to Central Topsham Associates in 2003 (approximately 7 acres). In addition to housing units and associated recreational facilities, the Annex contains operations and training activities. The Annex was formerly an Air Force radar station, and several abandoned structures from that era are located along a narrow arm of the property that climbs to the top of Mount Ararat. The terrain at the Topsham Annex is hilly, and there is a general slope from southeast to northwest across the property. The area surrounding the Annex is wooded and lightly developed.

• Small Point (Rake Station No. 1) is an approximately 0.23-acre parcel of land located approximately 14 miles southeast of the main station in Phippsburg, Maine. The rake station consists of a building including an observation tower. The rake station is inactive, and was last used by the Navy to observe and evaluate (score) the success of aircraft training missions performed off the coast of Phippsburg, Maine at the Small Point Range. (Kincaid 2006).



• Sabino Point (Rake Station No. 2) is an approximately 0.23-acre parcel of land located approximately 14 miles southeast of the main station in Phippsburg, Maine. The rake station consists of a building including an observation tower. The rake station is inactive, and was last used by the Navy to observe and evaluate (score) the success of aircraft training missions performed off the coast of Phippsburg, Maine at the Small Point Range. (Kincaid 2006).



4.0 Environmental Condition Overview – Existing Environmental Information

As part of ECP report activities, extensive record reviews were conducted, and a meeting at the BRAC PMO Northeast office, an on-site inspection, and personnel interviews were held to document current and historic conditions at NAS Brunswick. The meeting at BRAC PMO Northeast office was conducted on September 26, 2005. The on-site inspection was conducted on October 11, 2005 and a follow-up visit was conducted on April 10, 2006.

The BRAC PMO Northeast office as well as site personnel located at NAS Brunswick provided relevant information for this ECP report. Additionally, available reports of previous environmental investigations at NAS Brunswick were obtained and reviewed. Appendix A presents a list of the documents that were reviewed as part of this effort. The information presented in this report was reviewed with installation personnel to ensure all data are current and accurate. Where information was not available, the sources contacted and reference materials sought were documented.

Interviews were conducted with NAS Brunswick personnel during a site visit and in subsequent telephone conversations and e-mail communications. References are presented in Appendix A. Appendix B presents a list of the people contacted during preparation of the ECP report.

The subject of this report includes the information for the Main Station and, when available, includes the off-site locations (i.e., Topsham Annex, East Brunswick Remote Radio Transmitter Site, and the McKeen Street Housing Complex).

4.1 Classification of Environmental Conditions

The Community Environmental Response Facilitation Act (CERFA) of 1992 (amending the Comprehensive Environmental Response, Compensation, and Liability Act [CERCLA] to add Section 120(h)(4) of CERCLA, 42 United States Code (U.S.C.) Section 9620(h)(4)) requires the identification and documentation of uncontaminated real property controlled by the Department of Defense (DOD) components where DOD plans to make excess property available for reuse pursuant to a base closure law. Uncontaminated property is defined as any "real property on which no hazardous substances and no petroleum products or their derivatives were known to have been released, or disposed of." This includes aviation fuel and motor oil. This ECP Report is not intended to identify uncontaminated property in compliance with CERFA and DOD policy. The Navy will comply with its statutory requirement to identify uncontaminated property through additional evaluations and documentation.

Three Environmental Baseline Surveys (EBSs) have been completed for NAS Brunswick which include the Topsham Annex (HRP 1996a), the East Brunswick Remote Radio Transmitter Facility (HRP 1996b), and the Naval Air Station Brunswick housing areas, including The Main Station, Topsham Annex, and McKeen Street (Malcolm Pirnie 2003).



4.2 Installation Restoration Program Sites

In 1987, NAS Brunswick was placed on the National Priority List (NPL) (USEPA ID# ME8170022018, Site ID# 0101073) (EPA 2005). The NPL is the list of national priorities among the known releases or threatened releases of hazardous substances, pollutants, or contaminants throughout the U.S. and its territories. The NPL is intended primarily to guide the USEPA in determining which sites warrant further investigation. Since 1987, NAS Brunswick source areas have been remediated through cleanup activities including excavation and source removal, installation of a groundwater treatment system, and upgrade of underground storage tanks (USTs) (EPA 2005). These activities were implemented as part of the NAS Brunswick Installation Restoration Program (IRP). The IRP is a DOD program developed in 1975 to investigate and manage environmental impacts on military bases. The IRP adheres to all applicable requirements, including those issued by the USEPA, CERCLA, and the Superfund Amendments and Reauthorization Act (SARA) of 1986, and the Maine Department of Environmental Protection (ME DEP) regulations. On October 19, 1990 the Navy entered into a Federal Facilities Agreement (FFA) with the USEPA and the ME DEP that established goals and responsibilities among the Navy and the regulatory agencies and set enforceable cleanup schedules for the IRP sites at NAS Brunswick (Navy 2002a).

The Navy has identified 20 IRP sites at NAS Brunswick since 1983. Currently, there are 12 active sites (Sites 1, 2, 3, 4, 7, 9, 11, 12, 13, 17, POL 1, and POL 2), of which ten have a remedy in place, and eight inactive sites (Sites 5, 6, 8, 10, 14, 15, 16, and 18) at NAS Brunswick (EA and ECC 2005, Drozd 2006). Presented in the next sections are the details concerning each site including suspected material disposed/released, period of operation, and remedial status. Figure 4-1 presents the locations of the IRP sites at NAS Brunswick. Table 4-1 is a summary of the IRP sites.

There are no IRP sites associated with Topsham Annex or McKeen Street housing area.

4.2.1 Site 1 Orion Street Landfill – North

Site 1, also known as Operable Unit (OU) 1, is an inactive landfill located north of the golf course. The site occupies a total of 60 acres, although only 8.5 acres were used as a landfill (Navy 1992). From 1955 to 1975, waste oil, solvents, pesticides, petroleum products, paint, aircraft and automobile parts, domestic waste including food, and various unidentified chemicals were disposed of in this landfill (Navy 1992). Additionally, the landfill may have received pharmaceutical wastes, photography-related chemicals, empty hazardous waste chemical containers, waste oil, filter pack material from oil/water separators, paint cans, herbicide and pesticide containers, solvents, and construction debris (Jordan 1990). Documented disposal occurred in a 700 feet (ft.) long by 100 ft. wide unlined trench with a maximum depth of 20 ft. below ground surface (bgs) (Jordan 1990, Navy 1992). A second trench, oriented parallel to and west of the original trench, was also used for waste disposal (Jordan 1990). The site was also used as a borrow pit before and during its use as a landfill. No specific information was found detailing the location(s) where the site soil was re-used for fill (Jordan 1990).

Based on its proximity to Site 3 (see Section 4.2.3), located immediately adjacent to the southwest boundary of Site 1, and the similarity in local subsurface geology, historical use, and hydrologic characteristics remediation of Sites 1 and 3 have been combined (Jordan 1990). Based on field observations, approximately 300,000 cubic yards of wastes are estimated to



have been disposed of at Sites 1 and 3 (EA and ECC 2005). The groundwater from these sites is not currently, nor historically, used for domestic use; most of the Air Station is currently connected to a public water supply administered by the Brunswick-Topsham Water District (EA and ECC 2005, Joy 2006c).

Field investigations conducted between 1988 and 1989 identified environmental releases from the landfill that affected surface and subsurface soil, groundwater, Mere Brook sediments, and surface water. Chemical constituents detected in these media included volatile organic compounds (VOCs), semi-volatile organic compounds (SVOCs), polychlorinated biphenyls (PCBs), polycyclic aromatic hydrocarbons (PAHs), pesticides, metals, and other inorganic compounds (Navy 1992). Additionally, VOCs, SVOCs, pesticides, and other inorganic compounds have been detected in the leachate generated from the landfills (Navy 1992).

The CERCLA Record of Decision (ROD) for Sites 1 and 3, signed in 1992, details the selected remedial alternative for Sites 1 and 3 which was to cap the landfills and install a slurry wall upgradient of the landfills to divert groundwater away from the landfills (EPA 1994). Contaminated groundwater was addressed with installation of a groundwater extraction and treatment system. A Long Term Monitoring Plan (LTMP) was established to sample up to 8 monitoring wells (MWs) to monitor the effectiveness of the remedial actions.

In the Fall of 1994, two groundwater extraction wells (EWs), EW-6 and EW-7, where installed at Sites 1 and 3 to de-water the landfill. Soil was excavated from Sites 5, 6, and 8 and used as subgrade material for the construction of the low-permeability cap over the landfills, and a slurry wall was installed around the western, northern, and eastern perimeters of the landfill footprint (EA and ECC 2005). In the Spring of 1995, the LTMP and operation of the groundwater treatment system were initiated (EA and ECC 2005). The groundwater treatment system included chemical oxidation, flocculation, ultraviolet/oxidation, and clarification and filtration (EPA 1994, EA and ECC 2005), with extraction wells placed to address the groundwater plume associated with Sites 1 and 3 as well as groundwater impacts attributed to Sites 4, 11, and 13, collectively known as the Eastern Plume (EA and ECC 2005). In 1997 the two extraction wells were deactivated because depths to groundwater had dropped below the maximum depth of the landfill debris (EA and ECC 2005).

As of December 2004, 25 long-term monitoring events had been conducted and demonstrated a decreasing trend in VOC concentrations in groundwater (EA and ECC 2005). Generally, inorganic compounds, including metals, have remained stable or decreased slightly. However, sodium concentrations have reportedly increased (EA and ECC 2005). Concentrations of VOCs and inorganics in surface water, sediment, and seep samples are also decreasing or have stabilized (EA and ECC 2005).

The LTMP and Operation and Maintenance of Sites 1 and 3 are currently under review. According to the Second Five-Year Review Report for NAS Brunswick, approved in September 2005, the following actions are planned:

• Finalize the draft Operation and Maintenance Plan for Sites 1 and 3;

• Establish appropriate standards to compare sediment and sediment seep sample for Long-Term Monitoring Plan data;

• Evaluate Land Use Control Implementation Plan (LUCIP).



• Evaluate institutional control boundaries for the sites, which currently include restricting excavation on or adjacent to the landfill cap or within the landfill stormwater management ditches and retaining basin and establishing groundwater use restrictions;

• Expand bi-annual institutional control checklist to include noting construction activities or ground disturbance within the Weapons Compound Area;

• Update the LTMP to current conditions and finalize the Quality Assurance Project Plan (QAPP);

• Update Applicable or Relevant and Appropriate Requirement (ARAR) tables; and

• Evaluate potential impacts of Sites 1 and 3 to Mere Brook (EA and ECC 2005).

According to the Second Five Year Review, the current remedy for Sites 1 and 3, hydraulic containment with recovery and treatment, is expected to be protective of human health and the environment upon attainment of the clean-up goals as presented in the 1992 CERCLA ROD, which is expected to take 30 years to achieve (EA and ECC 2005). During the period of monitoring, exposure pathways that could result in unacceptable risks are being controlled through institutional controls that restrict soil excavation and the usage of the groundwater. In addition, the site remains within a restrictive area of base limiting access only to authorized personnel. Current monitoring data indicate that the remedy is functioning. In order for the remedy to remain protective in the long-term, institutional controls will need to be refined.

4.2.2 Site 2 Orion Street Landfill – South

Site 2, USEPA designated as OU 7, operated as the primary landfill for the Air Station and received domestic waste, solvents, paint, hydraulic oil, and medical supplies from 1945 to circa 1955 (EA and ECC 2005). Actual operation of the landfill was less than 10 years as the Air Station was closed between 1946 and 1951 (Jordan 1990). The site is located south of Site 1, Site 3, and Mere Brook in the vicinity of the southern extent of the main runways within the restricted Weapons Compound Area; therefore, access is limited (Navy 1998a). Solid waste was reportedly incinerated at the site before being buried in a 2 acre former borrow pit, which is currently covered with soil and pine trees (Jordan 1990). The groundwater from the site is not currently, nor historically, used for domestic use (EA and ECC 2005).

In 1988 and 1989, a soil gas survey, a ground penetrating radar survey, and a magnetometer survey were conducted. In addition, soil, groundwater, surface water, and sediment samples were collected. Based on laboratory data, environmental impacts consist of iron and zinc in surface water, iron and PAHs in stream sediments, low levels of mercury in leachate seeping out of the stream bank, and VOCs, metals, inorganics compounds, and dichloro-diphenyl-trichloroethane (DDT) in leachate from the landfill itself (Jordan 1990, EA and ECC 2005).

In 1998, the CERCLA ROD was signed for this site. The remedial alternative is Minimal Action; implementation of the Minimal Action Alternative would include institutional controls (including installing a fence and warning signs around the site), the removal of surface debris, the installation of additional monitoring wells, environmental monitoring (including groundwater, surface water, seep, and sediment sampling), 5-year reviews, and modifications to the selected remedy, if necessary (Navy 1998a). In 1999, the surface debris was removed, the depression



backfilled with clean fill, and a soil cap was installed (EA and ECC 2005). Also, signs and fences were erected around the site to limit human and animal exposures (EA and ECC 2005).

According to the Second Five-Year Review, eight monitoring events have been conducted (EA and ECC 2005). VOCs in groundwater have been below method detection limits since 2000, with the exception of trichloroethylene (TCE) which was detected above the federal maximum contaminant level (MCL) (EA and ECC 2005, Joy 2006c). However, the TCE detections in May 2003 are considered a one-time anomaly as a sampling artifact (Joy 2006b, Joy 2006c). Generally, the inorganic compounds are below federal MCLs and are remaining stable, with the exception of chromium (Joy 2006c). There have been two groundwater MCL exceedances of chromium at this site (i.e., MW-242 in May 2003 and MW-241 in November 2004) (Joy 2006c). The long-term monitoring program continues to evaluate inorganic compound concentrations (Joy 2006b). Only iron has been reported above applicable state and federal cleanup standards in surface water (EA and ECC 2005). All other parameters are below target limits.

According to the Second Five-Year Review Report for NAS Brunswick, approved in September 2005, the following actions are planned:

• Establish project action levels for comparing sediment and leachate sediment sample LTMP data;

• Finalize and issue updated QAPP;

• Investigate the area north of landfill to evaluate inorganic and VOC concentrations in the leachate seeps associated with landfill;

• Gain approval to conduct a second fish tissue sampling event in Mere Brook;

• Evaluate LUCIP;

• Evaluate institutional control boundary for site;

• Continue sampling and reporting results from bedrock well at Dyers Corner gate to regulators;

• Install shallow well points to evaluate elevated turbidity in leachate seep samples; and

• Update monitoring performance standard tables (EA and ECC 2005).

The remedy, Minimal Action, is expected to be protective of human health and the environment upon attainment of the clean-up goals as presented in the 1998 ROD, which is expected to take 30 years to achieve (EA and ECC 2005, Navy 1998a). During this period of monitoring, exposure pathways that could result in unacceptable risks are being controlled through institutional controls that include the maintenance of the existing fence, installation of warning signs to notify site personnel of potential hazards around the perimeter of Site 2 and near leachate seeps along Mere Brook, and restrictions on soil excavation and the usage of groundwater (EA and ECC 2005, Navy 1998a). In order for the remedy to remain protective in the long-term, institutional controls will need to be refined (Joy 2006c).



4.2.3 Site 3 Hazardous Waste Burial Area

Site 3, also known as OU 1, is located immediately adjacent to the southwest boundary of Site 1. Site 3 is 1.5 acres in size and operated from 1960 to 1973. Site 3 reportedly received solvents, pesticides, paint, isopropyl alcohol, and petroleum products for burial (Weston 1983, Navy 1992). Based on its proximity to Site 1 and the similarity in local subsurface geology, historical use, and hydrologic characteristics, the remediation of Site 1 and 3 have been combined (Jordan 1990). A description of the historical and current remedial actions and present status of Site 3 are discussed in Section 4.2.1.

4.2.4 Site 4 Acid/Caustic Pit

Site 4 is located off Old Gurnet Road between the intersection of Orion Street and Sandy Road. Site 4 is a former disposal pit that was 4 ft. long, 4 ft. wide, and 3.5 ft. deep and was used from 1969 to 1974 for disposing of acids, solvents, and transformer oils (Weston 1983). The quantities of waste disposed of were not recorded. The former location of the excavated disposal pit is now covered by the eastern portion of the Building 584 (Jordan 1990, Mosher 2006a).

A remedial investigation/feasibility study was completed in 1988 and 1989 which included a soil gas survey, soil boring and well installation, soil sampling, and groundwater sampling for organic and inorganic constituents (Jordan 1990). Lead and TCE were reported in groundwater and halocarbons were reported in soil gas immediately adjacent to Building 584. Soil samples could not be collected in the former pit due to the obstruction of Building 584; therefore, impacts to soil were not defined. The TCE groundwater plume is moving southwest towards Sites 1 and 3 and co-mingling with plumes delineated at the Sites 1 and 3, and Sites 11 and 13 (the Eastern Plume) (Jordan 1990).

In June 1992, an interim CERCLA ROD was finalized regarding the Eastern Plume (EA and ECC 2005). The Eastern Plume is a dissolved-phase plume comprised predominantly of chlorinated VOCs originating from Sites 4, 11, and 13. In July 1992, a remedial design was prepared for a treatment system that would address the groundwater impacts at Sites 1 and 3 and the Eastern Plume. In 1994, risk-based groundwater target levels were developed for the Eastern Plume, a LTMP was established, and five groundwater extraction wells were installed in the vicinity of the plume. The groundwater extraction and treatment system was activated in 1995 (see Section 4.2.1).

In a 1998 CERCLA ROD, the selected final remedial action for the site soil was determined to be No Further Action (NFA) because the risk for exposure to soil was below USEPA and ME DEP target levels (Navy 1998b). Constituent concentrations in groundwater associated with the Eastern Plume still exceeded the risk-based target levels; however, the interim remedial action of groundwater extraction and treatment established in 1992 and activated in 1995 is currently addressing the groundwater impacts (EA and ECC 2005). The groundwater treatment system was installed in 1995 included units for chemical oxidation, flocculation, ultraviolet/oxidation, clarification, and filtration. Currently the treated water is discharged to the infiltration gallery adjacent to the treatment plant; previously the treated water was discharged to the Brunswick Sewer District. The 1992 CERCLA ROD also established a long-term monitoring program and five-year review submittal for Sites 1 and 3 and the entire Eastern Plume which includes Sites 4, 11, and 13 (Navy 1998b).



In 2000, the First Five-Year Review Report included an evaluation of the Eastern Plume (EA and ECC 2005). This document included recommendations for modifications to the groundwater extraction and treatment system and the establishment of institutional controls including land use restrictions for the Eastern Plume area. In 2001, the ultraviolet oxidation equipment on the treatment system was removed and replaced with an air stripper with carbon polishing to treat the effluent water. Disposal of treated effluent was changed from discharge to the Brunswick Sewer District to the current on-site infiltration gallery.

According to the Second Five-Year Review Report for NAS Brunswick, approved in September 2005, the following actions are planned for the Eastern Plume:

• Finalize revisions to the LTMP and issue updated and revised LTMP;

• Finalize draft QAPP and issue update QAPP;

• Evaluate LUCIP document for the Eastern Plume;

• Continue assessment of occurrence of 1,4-dioxane in the Eastern Plume;

• Install replacement extraction wells in the Eastern Plume;

• Continue collection of natural attenuation data during monitoring events and assess the effectiveness of natural attenuation within the Eastern Plume;

• Optimize the Long-Term Monitoring Plan;

• Develop appropriate actions if Building 584 is demolished, or if soils are disturbed at Sites 4, 11, and 13;

• Develop/refine institutional control boundary for site;

• Conduct additional investigation for new MW-313;

• Collect additional surface water samples in Mere Brook in the vicinity of MW-313;

• Update ARAR tables; and

• Investigate causes of plume shift (EA and ECC 2005).

The Site 4 ROD states that if Building 584 is removed, the soils would need to be reevaluated (Joy 2006c). The current status of the site at the time this report’s submittal is NFA for soil and the groundwater contamination is being addressed by the continued operation of the groundwater remedy for the Eastern Plume (EA and ECC 2005). The remedy, hydraulic containment with recovery and treatment, is expected to be protective of human health and the environment by achieving cleanup goals as presented in the 1998 ROD, which is expected to take between 13 and 71 years (EA and ECC 2005, Navy 1998b). During this period of monitoring, exposure pathways that could result in unacceptable risks are being controlled through institutional controls that restrict soil excavation and the usage of groundwater (EA and ECC 2005). In addition, the site remains within a restricted area of the base limiting access only to authorized personnel. Current monitoring data indicate that the Eastern Plume remedy is protective in the short-term; however, follow-on activities as discussed above are required to ensure that the remedy is protective in the long-term.



According to the Agency for Toxic Substance and Disease Registry (ATSDR) a section of the U.S. Department of Health and Human Services, groundwater in the vicinity of the Eastern Plume is not used for drinking water, nor are there plans in the future for domestic use (ATSDR 2005). The majority of NAS Brunswick and the surrounding residents obtain their drinking water from the Brunswick/Topsham Water District.

4.2.5 Site 5 Orion Street Asbestos Disposal Site

Site 5 is located south of the main runway off Merriconeag Road. In 1979, asbestos-lined pipes from demolished NAS Brunswick buildings were disposed of in two trenches in a 0.25 acre area (EA and ECC 2005). The first trench was 3 ft. wide, 20 ft. long, and 7 ft. deep and contained six 1-inch diameter pipes that were between 4 ft. to 12 ft. long. The second trench is approximately 15 ft. wide, 30 ft. long, and 10 ft. deep and contained eight sections of corrugated pipe containing smaller asbestos pipe.

In 1991, a geophysical survey, surface soil sampling, and a physical inspection of the site were performed (EA and ECC 2005). No asbestos was detected in soil samples; therefore, it was determined that no risk to human health or the environmental existed. A 1993 CERCLA ROD detailed the excavation and transportation of the asbestos containing pipes and construction debris from Sites 5 and 6 to Sites 1 and 3 for use as the subgrade material for a low-permeability cap (Navy 1993a). After excavation and removal activities, confirmatory soil samples were collected and the site was backfilled and seeded to re-establish vegetation (EA and ECC 2005). The Navy recommended NFA to the USEPA for this site in the 1993 ROD because the asbestos-containing material was completely removed and no further impacts are present (EA and ECC 2005).

4.2.6 Site 6 Sandy Road Rubble and Asbestos Disposal Site

Site 6 is located between Building 516 and Sandy Road. Approximately 250 cubic yards of construction debris, including asbestos-lined pipes and aircraft parts, were disposed of from an unknown date until the 1970s (Weston 1983). In 1991, a geophysical survey, surface soil sampling, and a physical inspection of the site were performed (EA and ECC 2005). Similarly to Site 5, asbestos was not detected in soil samples; therefore, it was determined that no risk to human health or the environmental existed (EA and ECC 2005). Based on the 1993 CERCLA ROD, the selected source removal action was to excavate and transport the asbestos-containing pipes and construction debris from Sites 5 and 6 to Sites 1 and 3 for use as the subgrade material for a low-permeability landfill cap (Navy 1993a). Following source excavation and removal, confirmation soil samples were collected and the site was backfilled and seeded to re-establish vegetation (EA and ECC 2005). The Navy recommended NFA to the USEPA for this site in the 1993 ROD because the asbestos-containing material was completely removed and no further impacts are present (EA and ECC 2005).

4.2.7 Site 7 Old Acid/Caustic Pit Site

Site 7, also known as OU 7, is located in the northeast portion of the Air Station, northeast of the fuel farm. It was used from 1952 to 1969 for disposal of battery acid, transformer oil, solvents, and caustic liquids. The precise location of the former acid/caustic pit has not been identified and is unknown, although the footprint of the suspected source area is estimated as 3,800 square feet (Navy 2002a). During the period of pit operation, the site was also used as an



outdoor storage area and equipment lay-down area and a Defense Reuse and Marketing Office Facility (Jordan 1990, EA and ECC 2005).

Field investigation activities performed in 1988 and 1989 included a soil gas survey, ground penetration radar, terrain conductivity, test pits, and soil and groundwater sampling (Jordan 1990). During field investigation activities in 1988, a thin layer of blue-gray crystals were identified at 2 ft. bgs in test pits in the northern portion of the site. The crystals were interpreted as acid-salts, the result of liquid battery acid disposal. Impacts identified at the site included pesticides (especially DDT) and PAHs in soil, and elevated concentrations of metals (particularly cadmium and manganese) in groundwater (Jordan 1990).

In 2000 and 2001, a 51-hour pump test was conducted at the site to assess the volume and extent of the cadmium plume and to determine whether groundwater extraction affected cadmium concentrations. The baseline cadmium concentration was 51 parts per billion (ppb) and after the pump test the cadmium concentration was 41 ppb (versus the federal MCL and the state target limit of 5 ppb) (EA and ECC 2005). Subsequent to the pump test, additional soil sampling activities were conducted to identify the source area. Approximately 400 cubic yards of soil were excavated; however, based on soil sampling results only 140 cubic yards of soil was transported off-site for disposal. The remaining 260 cubic yards were redistributed on-site (EA and ECC 2005).

In 2002, a CERCLA ROD was signed for the site. The selected remedy was institutional controls, including soil and groundwater use restrictions, and long-term monitoring (Navy 2002a). The goals of the long-term monitoring program were to assess variations in the concentrations of cadmium and manganese concentrations in groundwater to (1) determine the effectiveness of natural attenuation; (2) assess whether contamination is migrating off-site; (3) assess variations in groundwater flow patterns; and (4) to monitor the structural integrity of the groundwater monitoring wells (Navy 2002a). The first of biannual groundwater sampling events occurred in the Spring of 2005 (EA and ECC 2005).

According to the Second Five-Year Review Report for NAS Brunswick (EA and ECC 2005), approved in September 2005, the following actions are planned:

• Finalize and issue updated QAPP;

• Install two piezometers and conduct quarterly gauging to assist with location of additional well(s) for the LTMP;

• Revise LTMP to include new groundwater monitoring points;

• Install new groundwater monitoring wells pending completion of the quarterly gauging program and regulatory approval;

• Generate LUCIP;

• Determine where the soil was spread out across the site;

• Evaluate institutional control boundary for site including land use restrictions; and

• Update ARAR tables.



The remedy at Site 7, institutional controls with groundwater monitoring, is expected to be protective of human health and the environment upon attainment of the cleanup goals, as presented in the 2002 CERCLA ROD, which is expected to take up to 10 years to achieve (Navy 2002a, EA and ECC 2005). During this period of monitoring, exposure pathways that could result in unacceptable risks are being controlled through institutional controls, which restrict soil excavation and the usage of the groundwater (EA and ECC 2005). In addition, the site is currently undeveloped. In order for the remedy to remain protective in the long-term, institutional controls will need to be refined.

4.2.8 Site 8 Perimeter Road Disposal Site

The site is located along the northern boundary of NAS Brunswick property and is divided into two areas north and south of Perimeter Road. The site is located between two tributaries of a brook that flows north toward the Androscoggin River (Jordan 1990). Approximately 1,800 ft. to the northwest (upgradient) of Site 8 is the Jordan Avenue well field, a local municipal well field. From 1964 to 1974, Site 8 was used to dispose of construction and demolition debris including concrete, scrap metal, industrial wastes, and asphalt rubble. Additionally, solvents containing TCE, MEK, and toluene were reportedly disposed of at this site. A ravine located to the northeast of the site is also partially filled with landfill debris. Localized groundwater flow at the site is radial to the surrounding surface water bodies (Jordan 1990).

In a 1993 a CERCLA ROD was signed, PAHs in surface and subsurface site soils were determined to be the only constituents that posed a risk to human health and the environment (Navy 1993b). The risk assessment also concluded that Site 8 did not pose any risk to the Jordan Avenue well field (EA and ECC 2005). The construction debris, rubble, and PAH-impacted soils were excavated and transported to Sites 1 and 3 for use a subgrade material for the landfill cap (Navy 1993b). Subsequent to excavation activities, confirmatory soil samples were collected, the excavation backfilled, and the area seeded for re-establishment of vegetation (EA and ECC 2005). The Navy recommended NFA to the USEPA for this site in the 1993 ROD, because the construction debris and the PAH-impacted soil were completely removed and no further impacts were present (EA and ECC 2005).

4.2.9 Site 9 Neptune Drive Disposal Site

Site 9, also known as OU 6, was the first landfill used at the Air Station. Site 9 is located in the vicinity of the former Barracks Buildings 218, 219, 220, and Buildings 201 (former Chief Petty Officer’s (CPO) Club, current Galley) and 293 (former transformer storage station, demolished (Jordan 1990, Kincaid 2006). This site is approximately 20 acres in area, although only 5 acres was used for disposal (Jordan 1990, EA and ECC 2005). An incinerator was located in the vicinity of the northern end of Building 220 and was used from 1943 until 1946, after which it was abandoned and Air Station disposal operations were transferred to Site 1 and Site 2 (Jordan 1990, EA and ECC 2005). Reportedly, solid waste was burned in the incinerator and the resulting ash was disposed in the landfill. Additionally, liquid waste and solvents were poured on the ground and burned in the vicinity of Building 201 (Jordan 1990). Approximately 16,000 cubic yards of ash was deposited between two disposal areas: one disposal area was located immediately west of the incinerator; and a second disposal area was located behind Building 201 (Jordan 1990, EA and ECC 2005). According to Air Station construction maps, a 42-inch diameter drain pipe was located adjacent to the second disposal location and extended between Buildings 201 and 293 and discharged to an outfall in the local unnamed stream (EA



and ECC 2005). Prior to the construction of barracks in 1953, the landfill was abandoned and capped with soil and the drain pipe was reportedly excavated and disposed during the barracks construction activities. In 1953, Buildings 218 and 219 were built directly over the former landfill. Additionally, the septic system associated with Building 201 may have been a source of impacts to soil and groundwater. Building 201 is bordered to the north and south by two unnamed streams with flow into Picnic Pond located approximately 2,000 ft. south of the site.

In 1988 and 1989, a soil gas survey, test pits, soil and groundwater sampling were performed (Jordan 1990). Additionally, sediment and surface water sampling were performed in the unnamed streams in Picnic Area Pond. Elevated concentrations of metals, VOCs associated with solvents, and hydrocarbons were detected in groundwater and leachate seeps were reported from the banks into the northern of the two unnamed streams. PAHs were reported in sediment and hydrocarbons in surface water. There are three distinct areas of impacts at Site 9 as follows: (1) the location of the former incinerator and ash disposal, (2) the Building 201 disposal area, and (3) the streams and impoundment ponds adjacent to the site (EA and ECC 2005).

In 1994, an interim CERCLA ROD was signed for the site that recommended natural attenuation and long-term monitoring of groundwater, sediment, and leachate seeps. An investigation to identify the source of vinyl chloride was also required by the interim CERCLA ROD. Between 1995 and 1996, field investigations conducted at the site identified VOC concentrations, including vinyl chloride, in excess of applicable state and federal groundwater standards, although the source area was not identified. A LTMP was established and initiated in 1995 (EA and ECC 2005). In 1999, a final CERCLA ROD was signed which recommended natural attenuation and long-term monitoring and institutional controls (Navy 1999). The barracks have been demolished and the Site 9 ash landfill is planned to be removed in spring/summer 2006 (Joy 2006b).

According to the Second Five-Year Review Report for NAS Brunswick, approved in September 2005, the following actions are planned:

• Finalize revision to the LTMP and issue updated and revised LTMP;

• Finalize draft QAPP and issue QAPP;

• Finalize and issue the LUCIP;

• Finalize draft final direct-push investigation reports for 2003 and 2004;

• Install new monitoring well in southwestern corner of the current institutional control boundary;

• Evaluate institutional boundary for site; and

• Update ARAR tables (EA and ECC 2005).

The remedy at Site 9, monitored natural attenuation with long-term monitoring and institutional controls, is expected to be protective of human health and the environment upon attainment of the cleanup goals as presented in the 1999 CERCLA ROD, which was expected to take 20 years to achieve (Navy 1999, EA and ECC 2005). During this period of monitoring, exposure pathways that could result in unacceptable risks are being controlled through institutional



controls that restrict excavation of soils and the usage of the groundwater (EA and ECC 2005). Current monitoring data indicate that the remedy is functioning as required; however, additional monitoring in the southwestern corner of the site is needed to ensure the remedy is protective in the long term and institutional controls will need to be refined.

According to site personnel, three of the existing or former buildings on the site include Buildings 29, 201, and 212 (Joy 2006c).

Building 29, Auto Hobby Shop – The facility was built in 1986. An oil/water separator and its associated piping were installed at the time of building construction. One area was designated for fiberglass work and/or painting operations. Small quantities of paint and thinner were used in the paint booth in 1991. Painting operations ceased and the paint booth was removed in mid-1992. In the building, there was also a woodworking shop that was converted to a ski rental shop in recent years. A vented, bench welding area in the building is infrequently used. Otherwise, there are several bays for tire changing, brake repairs, etc. The bays have aboveground electric lifts that have hydraulic fluid reservoirs.

A 550-gallon UST intended for waste oil storage was installed on the southern side of the building in 1987 and was removed in January 1994. A site assessment report was generated for this tank removal action. The report dated 18 February 1994 was submitted to the ME DEP by Millett Associates. This report indicates that this tank was reportedly never used and was dry upon removal. During the removal action, there was no evidence of discharge or leaks, and the fiberglass tank and steel piping were found to be in excellent/good condition. The Benzene Equivalent Concentration (BEC) around the perimeter of the tank ranged from 0.7 to 6.7 parts per million (ppm), while the BEC in the tank cradle and anchor area were 2.6 and 2 ppm, respectively. The action level for remediation was 50 ppm.

In 1994, two small ASTs were installed for waste oil storage (near the former UST location) but were then replaced in 1996 by a 500-gallon concrete-vaulted AST, which has a fill sink system inside of the facility to prevent spills during filling operations. This AST also has a spill bucket and double-walled aboveground piping and is located in a paved area.

Prior to 1999, heating requirements were met by the Building 233 Central Stream Plant and steam distribution system. In 1999, a 2,000-gallon fuel oil tank was installed on the eastern side of the building as part of the base-wide Boiler Decentralization and Facility Consolidation project. The tank is double-walled with double-walled piping and is also located in a paved area. Currently, the building’s boiler primarily uses natural gas.

Building 201, New Galley – Building 201 initially was used as an enlisted club and later served as an Officer’s Club. It was converted to the Galley in the early 1990s. UST records do not indicate that any USTs have been located at this building. Until 1999, heating requirements were met by the Building 233 Central Steam Plant and steam distribution system. The 2,000-gallon, double-walled AST was installed on the eastern side of the building as part of the base-wide Boiler Decentralization and Facility Consolidation project in 1999. Currently, the building’s heating system primarily uses natural gas. A 250-gallon cooking grease storage container is located on the eastern side of the building. A self-contained generator/diesel AST (100-gallon) set has just been installed this spring on the northwestern corner of the building.



Building 212, Barrack Building – This barrack building was one of the northern barracks that were demolished during the early 2000s. A self-contained 10kW-emergency generator/25-gallon diesel AST set located at this building was removed in 1998.

4.2.10 Site 10 Defense Fuel Support Point Casco Bay, Harpswell

Site 10 was a contractor-operated site located in Harpswell, Maine approximately 10 miles south of the NAS Brunswick (Helland 2005, Weston 1983, Zamorski 2006). The property holder of Site 10 was the Navy Petroleum Office, Fort Belvoir, VA, and the facility operator was the Defense Logistics Agency/Defense Energy Support Center (DLA/DESC) (Zamorski 2005). The property consisted of 119.32 acres, which were conveyed to the Town of Harpswell by two deeds: (1) 118.5 acres on October 22, 2001; and (2) 0.82 acres on September 14, 2005 (Zamorski 2005). DLA/DESC was responsible for and performed remediation of the property (Zamorski 2005).

The depot began operation in 1956 as a fuel storage and distribution location (Weston 1983). There were a total of 14 aboveground storage tanks (AST) on-site: one 50,000 barrel (bbl) (2,100,000-gallon) containing aviation gasoline; five 50,000 bbl (2,100,000-gallon) containing jet fuel (jet petroleum [JP]-5); and eight 80,000 bbl (3,360,000-gallon) containing JP-5. Fuel was delivered to the NAS Brunswick tank fuel farm by a 10-mile long pipeline constructed of two parallel steel pipes, 6-inches and 8-inches in diameter, located approximately 2.5 ft. bgs. The ASTs were switched from leaded to unleaded fuel between 1963 and 1975. An unknown quantity of leaded fuel was discharged to the ground during a 1963 tank cleaning operation. Additionally, there were a number of spills over the period of operations, and soil surrounding the tanks was reportedly saturated with fuel. The DLA/DESC installed two recovery wells in 1982 from which approximately 5 gallons of fuel were recovered per day (Weston 1983). NFA was recommended because migration off-site was determined to be unlikely (Weston 1983). According to Navy personnel, the site was abandoned and any residual impacts were mitigated by the DLA/DESC and the property was transferred to the Town of Harpswell (Helland 2005).

The remaining property (reported as excess but not yet disposed of) consists of a 30-ft. wide easement and right-of-way improved with two underground pipelines, traversing approximately 10 miles between Defense Fuel Support Point Casco Bay and NAS Brunswick, including a section of pipeline on the NAS Brunswick property, and a 10-ft. wide access easement from Route 123 to the pipeline scraper pit. The steel pipelines (one 8-inch diameter and one 12-inch diameter) were used to transfer JP-5. In 1991, the pipelines were removed from service and subsequently drained and cleaned (Zamorski 2006). In 1997, an EBS of the pipeline and easement between Site 10 and NAS Brunswick was performed by DLA/DESC (Zamorski 2006). The ME DEP has several spill reports on file. All of the reports are associated with the fuel farm area and only one release appears to be associated with the pipeline outside the NAS Brunswick property boundary (GZA 2000). The release occurred 1.7 miles north of the DLA/DESC fenceline as a result of pinhole leak. Approximately 40 feet of pipeline was replaced and impacted soil was excavated and disposed of off-site (GZA 2000). Additionally, a portion of the pipeline within the NAS Brunswick property boundary appears to be underlain by an area of chlorinated solvent-impacted groundwater, part of the Eastern Plume, although no environmental impacts to soil or groundwater have been attributed to this section of the pipeline (GZA 2000). In June 1999, four test pits were excavated at the direction of the ME DEP to assess the condition of the pipeline and the adjacent soil (GZA 2000). No evidence of



petroleum contamination was observed during test pitting activities are subsequent laboratory analysis (GZA 2000).

The Navy has no documentation of a ROD for Site 10 or when extraction activities were terminated or what the current status of this site is. DLA/DESC managed this site (Kincaid 2006).

4.2.11 Site 11 Fire Training Area

Site 11 is located off Old Gurnet Road between Orion Street and Sandy Road. Site 11 is adjacent to and east of Site 4. Firefighting exercises have been conducted at Site 11 from the 1950s until 1990 (Jordan 1990). Combustible liquids, including fuels, waste oils, solvents, and other miscellaneous liquids were used to conduct the training activities. Originally, practice fires were set directly on the grass substrate. In 1987, the test burn site was modified to include a circular concrete liner surrounded by an earthen berm and a 6,000 gallon UST north of the fire pit that contained unburned fuel.

A remedial investigation/feasibility study was completed in 1990 which included a soil gas survey, test pits, soil boring advancement, soil sampling, and groundwater sampling for organic and inorganic compounds (Jordan 1990). In groundwater, 1,1-dichloroethane, 1,2-dichloroethene, trichloroethane, and trichlorothene were reported and chlorinated solvents and fuel-related products including PAHs were detected in site soils (EA and ECC 2005). Based on test pit sampling results, the contaminated soil was estimated to be approximately 50 ft. by 100 ft. area (EA and ECC 2005). In December 1994, buried 55-gallon drums and metallic debris were excavated from the site (Halliburton 1995). In June 1995, the concrete training pad and 6 to 10 ft. of underlying soil were excavated. No waste disposal documentation was identified concerning how and where the soil and concrete debris were disposed (EA and ECC 2005). Trichloroethene was detected at maximum concentrations of 6.5 milligrams per kilogram (mg/kg) in post-excavation soil samples. The excavation was backfilled and seeded. A risk assessment determined that although residual soil and groundwater impacts exist at the site, they pose no excess risk to human health and the environment.

A 1998 CERCLA ROD documents an NFA decision for site soils. Groundwater impacts at the site, attributed to the Eastern Plume (Navy 1998b), contained constituent concentrations exceeding applicable target levels; however, an interim remedial action of groundwater extraction and treatment to address the groundwater impacts was established in 1992 (Navy 1992). A groundwater treatment system installed in 1995 includes units for chemical oxidation, flocculation, air stripper with carbon polishing, clarification, and filtration. Treated water was initially discharged to the Brunswick Sewer District facility but is now reclaimed through an infiltration gallery located on NAS Brunswick property (EA and ECC 2005). The 1998 CERCLA ROD also established a long-term monitoring program and five year review submittal for Sites 1 and 3 and the entire Eastern Plume that includes Sites 4, 11, and 13 (Navy 1998b). A discussion of historical and current remedial actions and present status of the Eastern Plume are included in Section 4.2.4.

4.2.12 Site 12 Explosive Ordnance Detonation Training Area

Site 12 Explosive Ordnance Detonation (EOD) Training Area is located in the southwestern portion of the Air Station in a large open area isolated from other NAS activities. The site was



operated from 1981 until 2004 as a training area and facility for destruction of small quantities of ordnance, pyrotechnics, and privately manufactured explosive devices (EA and ECC 2005). The former facility consisted of a 60 ft. by 100 ft. area surrounded by a 5 to 6 ft. high earthen berm. A control bunker is located approximately 100 ft. from the detonation pit. In 1989, two small demolition craters and a dumpster were located within the bermed area. The dumpster was reportedly used for flashing small quantities of explosives and/or propellants such as grenade fuses.

In 1989, three test pits were excavated to depths of 2 to 6 ft. bgs within the bermed area (Jordan 1991). A used solid rocket-fuel booster was recovered from TP-1201 at approximately 2 ft. bgs. Soil samples were collected; however, no monitoring wells were installed. Soil was analyzed for explosives and explosives by-products including 2,4,6-trinitrotoluene (TNT), cyclotrimethylenetrinitraniine, cyclotetramethylenetetranitramine, 2,4-dinitrotoluene, 2,6-diinitrotoluene, and tetyrl (EA and ECC 2005). The soil samples were also analyzed for metals associated with explosives material including cadmium, chromium, mercury, lead, phosphorus, and total nitrogen. Concentrations of mercury (mostly derived from mercury fulminate which is present in fuses and detonators) and nitrate/nitrite (which may be related to burning of explosives materials) were detected in soil above applicable federal and state standards in soil (Jordan 1991). However, no explosives compounds were detected in soil. Exposures to impacts in soil at the site are below levels considered to be a risk to human health.

No remedial actions have been taken at Site 12 and no ROD has been submitted (EA and ECC 2005). The Second Five-Year Report, dated September 2005, recommended further investigation of the soil and groundwater to confirm the 1991 RI/FS findings and determination of whether continued use until 2003 has impacted the site (EA and ECC 2005, Joy 2006c). There is no evidence to indicate that perchlorate was ever a constituent of concern during the 1989 soil sampling activities; therefore, it is unknown if any perchlorate impacts exist. Site 12 requires a supplemental preliminary assessment including research into recent and historic use as EOD range and an ordance safety evaluation and sweep of the site with potential ordnance clearance prior to further investigation under the IRP (Kincaid 2006).

4.2.13 Site 13 Defense Reutilization and Marketing Office Area

Site 13 is located off Gurnet Road, south of Building 584 and Sites 4 and 11. The Defense Reutilization and Marketing Office (DRMO) Area is a paved, fenced area approximately 280 ft. by 300 ft. (EA and ECC 2005). During the early 1970s, three tanks (one 10,000-gallon steel UST and two 5,000-gallon USTs) were installed at the site for storage of waste oil, solvents, and diesel (Jordan 1990, EA and ECC 2005). In 1986, the 10,000-gallon steel diesel UST was removed and replaced with a fiberglass UST that was later removed and replaced with an AST (Jordan 1990, EA and ECC 2005). The other two USTs were removed in 1986 and 1989, but were not replaced. No soil was excavated during the tank removal activities (EA and ECC 2005). No tightness test data for the USTs were encountered during the ECP file review. A site assessment for a 1994 UST removal at the DMRO complex (Site 13) indicated that Benzene Equivalent Concentrations (BECs) during removal were in the 40-parts per million (ppm) range, below the 50 ppm ME DEP trigger level (Joy 2006c).

In 1988 through 1989, site characterization activities were performed at the site including a soil gas survey, test pits, soil borings, and soil and groundwater sampling (Jordan 1990). Pesticides were encountered in surface soil samples, SVOCs were detected in subsurface soils, and VOCs



were reported in groundwater samples (Jordan 1990). No significant risk was identified for the site, based on the rationale that soils are inaccessible (the site is fully paved), and groundwater is not used as a domestic water source (EA and ECC 2005). Additionally, groundwater underlying Site 13 is included in the Eastern Plume which is being treated by a groundwater pump and treat system since 1995 (Navy 1998b). A 1998 CERCLA ROD was signed and documented the NFA decision for soil because site soils are inaccessible, groundwater impacts are being treated by a groundwater treatment system (Navy 1998b). Information on past and present remedial actions and present status of the Eastern Plume are included in Section 4.2.4.

4.2.14 Site 14 Old Dump #3

Site 14 was a landfill that most likely operated prior to and during World War II before the Air Station was decommissioned in the late 1940s (EA and ECC 2005). Site 14 is located between Runway I-19 and Taxiways A and D, which were built in 1951. Based on a magnetometer survey conducted across a 6 acre area, no metallic debris remains at the site. No test pits or groundwater or soil sampling were performed. An Environmental Assessment (EA) concluded that the former dump had been excavated when the runways were built and, therefore, NFA was recommended for the site. No documentation of a final ROD was identified for this site, however the site was addressed in a Consensus Statement dated July 18, 2001 recommending NFA for Sites 14, 15, 16, and 18 (EA and ECC 2005).

4.2.15 Site 15 Merriconeag Extension Debris Site

Site 15 is located southeast of the golf course. In 1990, a NAS Brunswick employee reported a soil and concrete rubble dam that had created a 0.75-acre pond on an unnamed stream (EA and ECC 2005). There are no historical records of dumping at this location. In November 1992, a site assessment was performed including a magnetometer survey, test pits, soil, surface water, and sediment sampling. None of the detected constituent concentrations exceeded applicable state or federal standards. Asbestos cement pipe and scrap metal were removed from the test pits and disposed of in 1999. A final magnetometer survey demonstrated that all ferrous-containing debris had been removed and EA recommended NFA at the site No documentation of a final ROD was identified for this site; however, the site was addressed in a Consensus Statement dated July 18, 2001 recommending NFA for Sites 14, 15, 16, and 18 (EA and ECC 2005).

4.2.16 Site 16 Swampy Road Debris Site

Site 16 is located along the western bank of a stream on the golf course (EA and ECC 2005). Although there is no historical record of disposal at this site, an NAS Brunswick employee reported unspecified debris across a 1,700 ft. section of the stream. In November 1992, a magnetometer survey, test pits, and soil, surface water, and sediment sampling were conducted. EA recommended NFA at the site after all the debris was removed, because no samples exceeded applicable standards. A risk assessment was not performed for this site. No documentation of a final ROD was identified for this site, however the site was addressed in a Consensus Statement dated July 18, 2001 recommending NFA for Sites 14, 15, 16, and 18 (EA and ECC 2005).



4.2.17 Site 17 Former Pesticide Shop (Building 95)

Site 17 is located at the corner of Fifth Street and Avenue B. Site 17 is the location of the former Building 95, where pesticides and herbicides were stored and mixed from 1955 to 1985 (ABB 1994). During the operation of the building, pesticides were released over a 1-acre area at the site. In 1990, four soil samples were collected at the site for analysis of pesticides, dichlorodiphenyldichloroethylene (DDE) and DDT were reported at all four sampling locations (EA and ECC 2005). During a second soil sampling event in 1992, herbicides and pesticides, including DDT, were detected in excess of applicable state and federal standards and an area of impacted soil was delineated (ABB 1994). Remedial actions were conducted in 1996, including the demolition of three buildings (Building 95, Building 31, and a storage building) and soil excavation (EA 2003). Soil was excavated to depths of 1 to 7 ft. bgs and a total of 1,260 cubic yards of soil were disposed of at a permitted hazardous waste facility (EA 2003, EA and ECC 2005). A permeable geotextile liner was installed at the bottom of the excavation and the excavation was backfilled with clean fill (ABB 1994, EA 2003). As part of the LTMP for the site, site monitoring wells are sampled semi-annually for pesticides and herbicides as historically 4,4-DDE, 4,4-DDT, endrin, alpha chlordane, gamma chlordane, and heptachlor epoxide have been reported in groundwater (EA 2003, EA and ECC 2005). An additional 45 cubic yards of soil were removed in October 1994 from four areas north of Avenue B. Then in December 1994 an additional five cubic yards of soil was excavated from two areas in the vicinity of the former septic tank and leach bed (EA and ECC 2005). Some residual soil contamination exists at the site and a military dog kennel was constructed north of the site (Joy 2006c). The site is still under investigation and there is currently no ROD in place (EA and ECC 2005).

The Second Five-Year Review Report, dated September 2005, recommended the following actions:

• Generate Consensus Statement

• Excavate and dispose of pesticide contaminated soil that was placed south of Avenue B in 1994

• Finalize Removal Action report

• Conduct sampling to support clean closure of the site

• Develop site-specific boundaries (EA and ECC 2005, Joy 2006c).

4.2.18 Site 18 West Runway Study Area

Site 18 is located in a seep approximately 650 ft. west of Runway I-19 between Mere Brook and Ordnance Road No. 3 (EA and ECC 2005). The seep is in the vicinity of a former ordnance bunker that was dismantled in the mid-1970s. In 1992, a NAS Brunswick employee observed water with a surface sheen leaching out of the hillside along Ordnance Road No. 3. NAS Brunswick has no records of disposal at this location. In 1993, a magnetometer survey, a ground penetrating radar survey, and test pits were conducted. During these field activities soil samples, seep water samples, surface water and sediment samples from Mere Brook were collected and analyzed for VOCs. All concentrations were reported below applicable state and federal standards. During excavation of the test pits, fill material and metallic debris were uncovered and excavated. No documentation of a final ROD was identified for this site,



however the site was addressed in a Consensus Statement dated July 18, 2001 recommending NFA for Sites 14, 15, 16, and 18 (EA and ECC 2005).

4.2.19 POL 1 Old Navy Fuel Farm

Petroleum, Oil, and Lubricants (POL) 1 Old Navy Fuel Farm is located in the northeast corner of the Air Station between Fitch Avenue and Sixth Street (EA 1998). Currently the site consists of two baseball fields, a grassy area, and paved access roads (EA 2005). This site operated from 1943 to 1993 and included nine USTs within two separate petroleum bulk storage tank farms (EA 1998). The older, western tank farm had five USTs as follows: three 100,000-gallon tanks for petroleum sludge, unleaded gasoline, and aviation gasoline; and two 25,000-gal tanks containing ethylene glycol. The eastern tank farm consisted of four 567,000-gal tanks containing JP-5 (Rickel 2006b). In 1993, the site was decommissioned and all USTs and associated piping were removed and the site was backfilled to surface grade.

There are two distinct dissolved phase hydrocarbon plumes at the site, one from each of the tank farms (EA 1998). A soil vapor extraction/air sparging system for remediation of the vadose and the saturated zone was installed in 1996 (EA 2005). Later that year during a pre-start investigation it was discovered that the water table elevation was at or above the level of the lateral soil vapor extraction intake screens, preventing operation of the soil vapor extraction system. Since operation of the soil vapor extraction system was not possible, the Navy obtained approval for ME DEP to install a biosparging system to enhance in situ biodegradation of the petroleum impacts. A biosparging system was installed at the site and operated continuously from August 1996 until 1998, with only minor interruptions to make repairs or system adjustments (EA 1998, Joy 2006c). In 1998, the biosparging system was de-activated to allow completion of system modifications of the soil vapor extraction system (EA 2005). The modifications included installation of a dual-phase extraction and separation system which rendered the system operable despite the water table elevation. The soil vapor extraction remediation system operated from March 1999 to July 1999, when the vapor-phase granular activated carbon emission treatment system became saturated. Based on the rapid saturation of the carbon, the Navy concluded that excavation of source area soils and monitored natural attenuation were the most suitable remediation strategy. In September 2000, approximately 15,000 cubic yards of residual source area soils was excavated and disposed of off-site. During the interim period prior to soil excavation, the biosparging system was re-activated.

Historically semi-annual groundwater sampling for VOCs has demonstrated a decreasing trend in benzene, toluene, ethylbenzene, and xylene (BTEX), methyl tertiary-butyl ether (MTBE), total petroleum hydrocarbons-diesel range (TPH-DRO), and total petroleum hydrocarbons-gasoline range (TPH-GRO) concentrations (EA 1998). In the most recent report detailing the findings of the September 2004 groundwater sampling event, there were no reported VOC exceedances of the applicable state cleanup standards evidence of the effectiveness of the natural attenuation alternative (EA 2005). Additionally the report concluded that off-site migration of the hydrocarbon plume was not occurring, due to natural attenuation of constituent concentrations within the onsite plume.

4.2.20 POL 2 Navy Exchange Service Station

The Navy Exchange (NEX) Service Station was built and began storage and distribution in 1957 with two 5,000-gallon single-walled steel gasoline USTs (Navy 2002a). In 1974, the two existing



USTs were removed and replaced with three 10,000-gallon single-walled steel gasoline USTs, which were connected to the fueling islands with 2-inch single-walled steel product line. There is no UST removal or closure report on file for the two 5,000-gallon USTs. One 1,000-gallon fuel oil UST was installed and then reportedly replaced with a 550-gallon AST in 1975. A groundwater recovery system was installed to mitigate gasoline odors in 1984 and operated for one year, with extracted groundwater discharged to the storm sewer system with approval from the ME DEP. The three steel USTs were removed in October 1992 and replaced in 1993 with three 10,000-gallon double-walled steel jacketed fiberglass USTs containing regular, mid-grade, and premium unleaded gasoline. Petroleum product releases appear to have been related to corroded steel product lines that were in use from 1975 through early 1992 (Tetra Tech 2004). In 1995, a Stage II vapor recovery system was installed to minimize release of gasoline vapors to the atmosphere. In October 1996, all three piping sumps were replaced along with fittings and concrete rings due to water leakage (Joy 2006c). At that time, a broken flex protector on one of the secondary containment lines under the dispenser was replaced, and an air test was performed (Joy 2006c). In March 1999, additional upgrades were made to the existing UST system: replacement of the polyvinyl chloride (PVC) interstitial space risers on the three USTs with steel risers repositioning of the existing vent piping and manifold in accordance with ME DEP Chapter 118; installation of new underground 2-inch and 3-inch Ameron fiberglass piping was installed; and re-routing of the vapor recovery line to the regular unleaded UST from the premium unleaded UST.

Facility records indicate that a fuel release occurred in March 1998 which was the result of a leak from the secondary product piping into the piping sump (Rickel 2005). The leak was repaired in August 1998 during installation of a new dispenser sump and piping. NAS Brunswick personnel worked directly with the ME DEP in investigating the leak and in coordinating the repair work (Joy 2006b).

Additional remedial activities include the removal and off-site disposal of 440 tons of petroleum-impacted soil in 1992 (Tetra Tech 2005). A soil vapor extraction/air sparging system operated from 1993 to 2003. While the soil vapor extraction/ air sparging had been effective in removing some of the petroleum hydrocarbons from the subsurface soil, it was not effective in addressing the sorbed-phase mass present in the saturated overburden materials. In 2002 a limited in-situ chemical oxidation pilot test was performed. The application of the in-situ chemical oxidation resulted in the unwanted partial mobilization of sorbed-phase gasoline range organics (GRO). In 2005 a pilot test was performed to assess the effectiveness of a denitrification-based biodegradation process in which a reagent that stimulates the growth of naturally occurring denitrification microbes is applied to subsurface soils through injection into monitoring wells, thereby increasing the rate of biodegradation of petroleum hydrocarbon contamination at the NEX Service Station. Based on groundwater sampling results post-pilot test, there did not appear to be discernible changes in GRO concentrations, however, stimulation of the microbial population growth and increasing the biodegradation processes will require time because the growth of the biological system is non-linear. In the March 2006 Draft Round 2 Summary Report for the Denitrification-Based Biodegradation Pilot Test, it was concluded that there has been some decrease in GRO concentrations (Joy 2006c). This pilot test will be continued in an effort to achieve successful remediation of the remainder of the GRO-contaminated soil (Joy 2006c).



4.3 Storage Tanks

4.3.1 Underground Storage Tanks

Most of the regulations concerning USTs are contained in the 40 Code of Federal Regulations (CFR) Part 280 and 40 CFR Part 281, although codification of the state of Maine program is found in 40 CFR Part 282.69. The State of Maine is approved to administer and enforce an underground storage tank program in lieu of the federal program under Subtitle I of the Resource Conservation and Recovery Act of 1976, as amended, 42 U.S.C. 6991 et seq. The State’s program, as administered by the ME DEP was approved by USEPA pursuant to 42 U.S.C. 6991c and part of 281 of chapter 282.69. USEPA approved the Maine program on February 18, 1992, and the approval was effective on March 18, 1992.

There are currently 17 USTs in use at NAS Brunswick Main Station (4 UST systems consist of ASTs with underground piping), variously containing diesel, fuel oils #1 and #2, unleaded fuel, jet fuel and propylene glycol and 12 USTs filled with concrete and abandoned in-place at Topsham Annex (Rickel 2006b). All USTs on-site are currently registered with ME DEP and NAS Brunswick personnel notify the ME DEP if any USTs are removed or installed (Rickel 2006b). Records of the status of the tanks compliance and annual inspections per ME DEP regulations are maintained at NAS Brunswick (Rickel 2006a). Table 4-2 presents the USTs on-site, along with their building location, size, contents, and year of installation. Figure 4-2 presents the locations of active USTs.

At one time, there were 525 USTs in use on-site. The tanks were removed and either replaced by ASTs or removed with no replacement due to building demolition or natural gas usage (Joy 2006c). Several of the former tanks were discovered to be leaking. Sections 4.2.10 (Harpswell Fuel Depot), 4.2.13 (DRMO), 4.2.19 (POL 1 Old Navy Fuel Farm), and 4.2.20 (POL 2 Navy Exchange Service Station) describe some specific UST removal, associated soil and groundwater investigations, and remedial actions taken.

Between 1983 and 1995, all heating fuel USTs (fuel oil #2) for housing units were removed from NAS Brunswick. The USTs on-base and at McKeen Street housing units on the following streets were removed and replaced with ASTs: Liberty Cr., Parliament Cr., Congress Cr., Shobe, Emanual, Columbia, Moore, Krampf, Windorf, Independence, McKeen, Bunker Hill, Antietam, Midway Circle, Enterprise, and Intrepid (Joy 2006c). In the early 2000s, some on-base housing structures were demolished and ASTs and USTs removed and replaced with new housing served by natural gas heating (Joy 2006c). The streets where new housing unit construction occurred include: Enterprise, Guadalcanal, Hornet, Coral Sea, Delgada, Intrepid, Bunker Hill, and Forrestal (Rickel 2006b). In addition, all on-base and McKeen Street housing units are served by natural gas and do not have ASTs or USTs (Joy 2006c).

All non-housing heated buildings at Topsham Annex are currently heated with oil stored in ASTs, except one building which is electrically heated (HRP 1996a). Many of the non-housing site buildings were formerly heated by USTs which have been removed (HRP 1996a, Joy 2006c). Twenty-six former USTs were located on the non-housing portions of Topsham Annex and 65 former USTS were located in the housing areas. Twelve of these former USTs in the housing areas were concrete filled and abandoned in place. There are currently no active USTs at Topsham Annex. The ME DEP has records for 15 petroleum releases which occurred at Topsham Annex due to spills or leaks associated with the historic USTs (HRP 1996a).



According to the 1996 Topsham Annex EBS (HRP 1996a), site assessments were conducted for UST removals at Building 1100 and Building 1099. Both tanks were removed along with contaminated soil around the tanks. The EBS also indicated that there was an investigation of petroleum contaminated groundwater inflow into the former lift pit in Building 337. The contaminated water was pumped but later re-filled. The source of the contaminated water had not been determined at the time of the report.

Recently, Tetra Tech EC, Inc. has prepared a work plan to perform soil investigation and/or removal activities at several former UST housing and non-housing locations on Topsham Annex based on 2004 investigation information (Tetra Tech EC 2005). An estimated total of 1,000 tons of petroleum-impacted soil will be removed in Spring 2006 at Buildings 337 (former fire station, auto service center, auto hobby shop, and car wash), 338 (former automotive storage and repair), 1108 (residential housing), 1099 (residential housing), and 1114 (residential housing). Additionally, test pit excavation and soil sampling will be performed at the following five locations: 369 (former operations building/central heating plant); 378 (former housing maintenance shop); 380 (former skeet range); TOP-01 (filled area); and TOP-02 (former oil/water separator [OWS]).

4.3.2 Aboveground Storage Tanks

There are currently 138 active ASTs, 11 inactive ASTs, and four spare ASTs at Brunswick and seven active ASTs at Topsham Annex (Rickel 2006b). The active ASTs contain gasoline, diesel, #1 and #2 fuel oil, JP-8, hydraulic oil, waste oil, cooking grease, waste glycol, ethylene glycol, or lube oil. There are no active ASTs at the McKeen Street housing area. According to site personnel, the NAS Brunswick ASTs are not required to be registered with the MEDEP as per State regulations (Joy 2006a, Rickel 2006a). Additionally, no annual inspections are required for the maintenance of the ASTs per ME DEP regulations; however, all ASTs are inspected annually as per NAS Brunswick Instruction 5090.3C Spill Prevention Control Countermeasures Plan (Rickel 2006a, Rickel 2006b). Table 4-3 presents the ASTs on-site including their size, locations, and contents. According to base personnel a 60,000-gallon JP-5 spill occurred at the JSFI in 1993 and was cleaned up in coordination with regulatory agencies (Joy 2005b, Joy 2006c).

There are 22 OWSs on-site that are connected to assorted floor drains and wash racks across the base (Kempf 2005c). Three OWS drain into the storm system, the remainder discharge into the sanitary sewer system (Apraham 2005). Table 4-4 presents the OWS on-site including their size, locations, and discharge point.

According to the 1996 Topsham Annex EBS (HRP 1996a), a fuel oil AST at Building 338 developed a leak in 1996. The tank and surrounding soil were removed and a new AST was installed.

4.4 Munitions and Explosives of Concern

A final Preliminary Assessment (PA) was conducted at the Former Munitions Bunker West Area, the Machine Gun Bore Sight Range, and the Skeet Range (Malcolm Pirnie 2006a). Between 1980 and 2000, U.S. Marines stationed at the installation used the sites sporadically to conduct munitions-related security training. According to available records and personnel interview, the following munitions are known to have been used at the site:



• Grenade, Hand Smoke Red M18 with fuze M201A1. • Grenade, Hand Smoke Yellow M18 with fuze M201A1. • Signal Illumination, Ground Green Star Cluster, hand held M125A1. • Flare, Surface Trip, M49A1. • Simulator Noise Cartridge Assault Rock Trainer, MK 103 Mod 0. • Cartridge 7.62 Blank M82 Linked. • Cartridge 5.56 Blank M20 Linked and Non-Linked.

The PA concluded that while the entire 29-acre Former Munitions Bunker Area is a suspected Munitions and Explosives of Concern (MEC) Area because of former training practices in the area, the likelihood of MECs is considered to be extremely low. After each training exercise, Marines at NAS Brunswick conducted sweeps of the area and removed all munitions debris from the ground surface. Furthermore, a visual survey of the area was conducted in 2003 and no MEC-related surface features (e.g., target areas, entry holes, craters) were identified in the area.

The former Machine Gun Bore Sight Range was used during the 1950s to align and test fire aircraft mounted guns (Malcolm Pirnie 2006a). The following list represents types of munitions suspected to have been used at the range:

• .30 caliber (machine gun ammunition). • .50 caliber (machine gun ammunition). • .22 caliber (pistol ammunition). • .30 caliber (pistol ammunition). • .38 caliber (pistol ammunition).

The backstop for the range is located in the open grassed area adjacent to woods behind Building 55 and the compass rose area (Mosher 2006a). Building 55 is located on the approximate area of the former range and compass rose area. Approximately 0.5 acres of the former range area is paved over for the parking lot and storage area associated with Building 55. The former Machine Gun Bore Sight Range is not suspected to contain MEC. However, there is the potential for munitions constituents, particularly lead impacts, to be present. Sampling data was not available to estimate the potential for lead.

The former Skeet Range was used for training military personnel during the 1950s (Malcolm Pirnie 2006a). Based on historical documents, it is believed that only 12-gauge shotguns were used at the site. Lead shot from the expended shot gun ammunition is not considered MEC. However, there is the potential for lead impacts in soil and groundwater. Sampling data for metals and inorganics in groundwater and soil was not available to gauge the potential for munitions constituents.

Lead impacts in soil have been associated with the Topsham Annex Skeet Range which is located in the northern portion of the Topsham Annex along the Navy property line (Malcolm Pirnie 2006b, Malcolm Pirnie 2005). The Skeet Range was used by the Air Force from approximately 1957 to 1970; there is no documentation that the Navy used the range after they assumed control of Topsham post-1970 (Malcolm Pirnie 2005). Only 12-gauge shotgun ammunition is documented as being used at the range. No firing records are available concerning the quantity of shotgun ammunition fired at the range. The range is approximately



29 acres of which approximately 27 acres of the Topsham Annex Skeet Range are located outside the Navy property boundary on private property. The firing point is located on the Topsham Annex property and the direction of fire is north, off-site. The Skeet Range has an established surface danger zone of 900 feet from the firing point; therefore, impacts may exist in a 900 foot arc from the firing point (Malcolm Pirnie 2006b). Based on potential shot angle and wind, a reasonable shotfall zone is most likely between 375 to 680 feet. The Topsham Annex Skeet Range and associated shot fall zone are presented on Figure 4-3.

The primary constituent of concern identified for the Skeet Range is lead, although antimony, copper, zinc, arsenic from bullets, fragments, and bullet jackets are also considered potential contaminants of concern (Malcolm Pirnie 2005). Three composite surface soil samples were collected in July 2004 from the firing point for lead analysis. The detections of lead in soil were below the ME DEP Risk Assessment Guideline of 375 mg/kg. No soil samples were collected within the shotfall zone, 375 ft. to 680 ft. from the firing point, where impacts are expected to be the greatest.

In November 2005, 33 surface soil samples were collected and field screened for lead using a handheld X-Ray Fluorescence (XRF) unit from within the Topsham Annex Skeet Range on the Navy’s property (Malcolm Pirnie 2006). All lead concentrations were recorded below the Remedial Action Guideline of 250 mg/kg. The four highest XRF readings were submitted for laboratory analysis of lead for confirmation. All laboratory detections were also below the Remedial Action Guideline of 250 mg/kg. These samples were outside the most likely shotfall zone and indicated no contamination, as expected (Mosher 2006a).

Additionally CERCLA Site 12 (Section 4.2.12) describes the MEC at the EOD area.

Figure 4-3 shows the locations of the three potential MEC areas on the Main Station and one potential MEC area at Topsham Annex. There are no potential MEC areas at the McKeen Street housing area.

4.5 Hazardous Waste

Hazardous Waste is regulated under the Resource Conservation Recovery Act (RCRA).

NAS Brunswick is classified as a large quantity generator of hazardous waste (generator identification code ME 8170022018) (Mosher 2005a). Hazardous Waste is stored in Building 45 for less than 90-days. The NAS Brunswick had licenses for the acid neutralization activities conducted in Building 225 (license number O-26-HN-C-N). The Building 250 photo lab was associated with the removed silver recovery system which was closed in accordance with ME DEP regulations (Joy 2006b). A letter dated November 7, 1995 from the ME DEP acknowledges NAS Brunswick certification of closure of the acid neutralization in Building 225 (license inactivation). The letter from the ME DEP concurred with the Navy’s assessment that the license was not required because the operation was never placed in operation. Licenses by Rule, for the acid neutralization in Building 250 and the silver recovery also in Building 250 were terminated by closure of the facility and removal of all residuals pursuant ME DEP rules. Buildings that formerly or currently store hazardous waste are shown in Figure 4-4.

There is no hazardous waste storage at Topsham Annex or McKeen Street housing area.



4.6 Polychlorinated Biphenyls

Congress enacted the Toxic Substances Control Act (TSCA, Public Law [Pub. L.] 94-469) in 1976, to become effective January 1, 1977. The act authorizes USEPA to secure information on all new and existing chemical substances and to control any of these substances that could cause an unreasonable risk to public health or the environment. Under earlier laws USEPA had authority to control toxic substances only after damage had occurred. The earlier laws did not require the screening of toxic substances before they entered the marketplace. TSCA closed the gap in the earlier laws by requiring that the health and environmental effects of all new chemicals be reviewed before they are manufactured for commercial purposes. TSCA has four titles, PCBs are regulated under Title I. Title I, Control of Toxic Substances includes provisions for testing chemical substances and mixtures, manufacturing and processing notices, regulating hazardous chemicals substances and mixtures, managing imminent hazards, and reporting and retaining information.

According to a memorandum dated October 23, 1995 from the Site Environmental Specialist to the Fire Chief in the Public Works Department of the Environmental Division office, all PCB-containing equipment and PCB-contaminated transformers were removed from NAS Brunswick by 23 October 1995 (Navy 1995). The last 17 transformers were removed in September 1995 and stored at the Building 45 Hazardous Waste Storage Area prior to removal for disposal in December 1995. Table 4-5 lists all the existing transformers at NAS Brunswick and off-base areas.

Prior to 1995, approximately 300 transformers containing PCBs had been used at NAS Brunswick. Table 4-6 summarizes the available data regarding PCB disposal.

Transformers containing PCBs were historically used at several buildings and on utility poles around the site as indicated in Table 4-7.

Section 4.2 describes CERCLA investigations completed to date, including those associated with discovery of PCB releases. PCBs were identified as contaminants of concern (COCs) in soil, groundwater, sediments, surface water and leachate for OUs 1 and 2, the Orion Street Landfill North and South and the Hazardous Waste Burial Area. Refer to Sections 4.2.1, 4.2.2, and 4.2.3 for details on investigations and remedial actions associated with these sites. In addition, PCB-contaminated soil was removed from Building 335 (Commissary) in Topsham Annex (Joy 2006c).

4.7 Radiological Materials

According to site personnel (Mosher 2005b), there are no known existing or historical radiological materials on NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area.

4.8 Pesticides

USEPA regulates the use of pesticides under the authority of two federal statutes: the Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and the Federal Food, Drug, and Cosmetic Act (FFDCA). The FIFRA provides the basis for regulation, sale, distribution and use of



pesticides in the U.S., whereas the FFDCA authorizes USEPA to set maximum residue levels, or tolerances, for pesticides used in or on foods or animal feed.

Past and present pesticide uses and impacts at NAS Brunswick are described in the following sections. Past pesticide impacts are described in more detail in Section 4.2; details of current pesticide use are described in the draft Pest Management Plan (PMP) for all of NAS Brunswick including the Golf Course (Building 39) (Navy 2003b).

4.8.1 Past Pesticide Impacts

Pesticide impacts have been detected in NAS Brunswick soil and groundwater through a series of site investigations. Section 4.2 describes the CERCLA investigations completed to date, including discovery of pesticide contamination during a 1992 soil sampling event and initiation of remedial measures in 1996. Remedial measures included the demolition of Building 95, Building 31, and a storage building (location unknown), as well as soil excavation (EA 2003) (refer to Section 4.2.17 for additional detail). Semi-annual groundwater monitoring for parameters including pesticides and herbicides is performed as part of the LTMP (EA 2003). Prior to 1975, pesticides were disposed at the Orion Street Landfill North and South and the Hazardous Waste Burial Area and are identified as COCs in soil, groundwater, sediments, surface water and leachate for OUs 1 and 2. (Refer to Sections 4.2.1, 4.2.2, and 4.2.3 for details). A list of historical pesticide use at NAS Brunswick and the Golf Course are presented in Table 4-8 and Table 4-9, respectively.

4.8.2 Present Pesticide Use

The draft PMP for NAS Brunswick for the Main Station, McKeen Street, and Topsham Annex (Navy 2003b) describes the requirements and recommended best practices for all aspects of pesticide management, in accordance with federal laws, and DOD and Navy regulations. The best practices described in the draft PMP for pesticide application are summarized in this section.

Integrated Pest Management (IPM) procedures are presented in detail in Appendix A of the draft PMP (Navy 2003b) for NAS Brunswick. Pesticides historically have been and are currently mixed and stored in Building 647 for the majority of the Main Station and Building 39 for the Golf Course (Joy 2006b). The recommended frequencies for inspection and pesticide use for each building or facility at NAS Brunswick are presented in Table 4-10. A summary of the approved pesticides, insecticides, herbicides, and fungicides for use at NAS Brunswick are presented in Table 4-11. The actual quantities used for pesticides, insecticides, herbicides, and fungicides at NAS Brunswick (excluding the golf course) for January through December 2004 are summarized in Table 4-12.

4.9 Asbestos

Asbestos abatement is regulated under TSCA Title II, Asbestos Hazard Emergency Response, which was added by the Asbestos Hazard Emergency Response Act (AHERA, Pub. L. 99-519), enacted by Congress on October 22, 1986. It authorizes USEPA to amend its TSCA regulations to impose more requirements on asbestos abatement in schools. AHERA provides for the promulgation of federal regulations requiring inspection for asbestos and appropriate response actions in schools and mandates periodic reinspection. In addition, it requires the



USEPA Administrator to determine "the extent of the danger to human health posed by asbestos in public and commercial buildings and the means to respond to any such danger."

According to facility personnel (Sanders 2005), several asbestos surveys have been conducted at NAS Brunswick. In 1989, a total of 73 buildings were surveyed and 68 buildings were determined to have Asbestos Containing Material (ACM) or Presumed Asbestos Containing Material (PACM). A 1999 survey indicated that 93 buildings of the 184 surveyed buildings contained ACM or PACM.

In a 2005 survey, 80 buildings of the 210 surveyed buildings contained ACM or PACM. In addition to the surveys, asbestos has been identified in buildings during renovation or destruction. The current 2005 inventory includes 210 buildings of which 80 buildings contain “identified” ACM, 62 buildings contain PACM, and 68 buildings either have not been inspected or do not have any visible suspected ACM. A comprehensive list of buildings, and subsequently building numbers, that were survey for asbestos and/or contain ACM/PACM was prepared by the Air Station personnel (Sanders 2006) (Table 4-13). The 2005 inventory did not include surveys of family housing, housing maintenance building, or bachelor enlisted quarters.

In 2004, an asbestos survey was conducted for the base housing which included Midway Terrace, Brunswick Gardens Capehart, Station Housing I, Station Housing II, Topsham Annex, and McKeen Street. The surveys were performed as part of the transfer of the housing units to a private developer under the public-private venture program. The surveys were conducted on a representative number of housing units in each area and did not include a walk-through inspection of all the units. It was assumed that un-inspected units of similar age, use, and history would have similar conditions as those identified at inspected units. The housing units that were inspected for asbestos are presented on Figure 4-5 and Table 4-14.

Midway Terrace is a multi-family housing community that was constructed in 1982 and has been minimally renovated over the years. The community contains a total of 62 units (Dewberry 2004a). Four units were inspected for ACM which included 20 Antietam Street, 23A Antietam Street, 28B Antietam Street and 5 Midway Circle. ACM was identified in all four units and consisted of 12-inch by 12-inch vinyl floor tile, mastic for the floor tile, vinyl floor sheet, and the white sink coating. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004a).

Brunswick Gardens Capehart housing was constructed in 1959 and has been renovated several times over the years. The community contains 14 single family units (Dewberry 2004b). One unit was inspected for ACM (19 Intrepid Street). ACM was identified during the inspection in the joint compound throughout the residence. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004b). Brunswick Gardens Capehart housing community also includes 30 multi-family units. One unit was inspected for ACM (41 Independence Street). ACM was identified during the inspection in the joint compound throughout the residence. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004b).

Station Quarters Housing was constructed in 1954 and has been renovated several times over the years. The community contains 15 single family units (Dewberry 2004c, Dewberry 2004d). All 15 units were inspected and included Quarters D, Quarters E, Quarters F, Quarters G, Quarters A, Quarters B, Quarters I, Quarters K (904 Fitch Avenue), Quarters K (905 Fitch



Avenue), Quarters EB, Quarters EA, Quarters EC, Quarters EE, and Quarters 349. ACM was detected in all 15 units and consisted of:

• Quarters D - transite board heat shield, roof tar, vinyl flooring;

• Quarters E - joint compound, floor tile, tile mastic, vinyl sheet, and roof tar;

• Quarters F - joint compound, vinyl sheet, and roof tar;

• Quarters G - joint compound and roof tar;

• Quarters H - joint compound, roof tar, vinyl sheet;

• Quarters A - sink coating, exterior silver paint, flashing, tar, and window calk;

• Quarters B - flashing and roof tar;

• Quarters I - floor tile, mastic, joint compound, and roof tar;

• Quarters K (904 Fitch Avenue) - vinyl baseboard, mastic, joint compound, flexible duct connector, mastic behind insulation, roof tar, chimney flashing compound;

• Quarters K (905 Fitch Avenue) - vinyl sheet, floor tile, mastic, joint compound, flexible duct connector, mastic behind insulation, roof tar, chimney flashing compound;

• Quarters EB, EA, and EC - floor tile, mastic, joint compound sink coating, roof tar, flue insulation;

• Quarters EE - floor tile, mastic, joint compound flue insulation, and roof tar; and

• Quarters 349 - the roof tar and chimney flashing compound.

All the ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004c and 2004d).

Topsham housing was constructed in 1961 and has been renovated several times over the years. The community contains 9 single family units (Dewberry 2004e). Two units were inspected for ACM which included 220 Congress Circle and 230 Congress Circle. ACM was identified during the inspection in 220 Congress Circle in the joint compound, floor tiles, tile mastic, and pink sink coating. ACM was identified in 230 Congress Circle in the joint compound and pink sink coating. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004e). Topsham housing community also includes 168 multi-family units. Six units were inspected for ACM which included 208 Congress Circle, 400, 405, 423, 433, and 470 Liberty Circle. ACM was identified during the inspection of all six units in the joint compound and sink coating. In addition, ACM was identified in the carport shed roof in all but 433 Liberty Circle. ACM was also identified in the floor tile and mastic of 208 Congress Circle, 223 and 433 Liberty Circle. All the ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004e).

McKeen Street housing was constructed in 1960 and has been renovated several times over the years. The community contains 145 single family units (Dewberry 2004f). Seven units were inspected for ACM which included 138, 142, and 151 Columbia Avenue; 3 and 39 Emanual Drive; and 15 and 22 Moore Avenue. ACM was identified during the inspection in the joint compound in the utility room of all seven units. In addition, ACM was identified in the mastic behind the Styrofoam insulation of 151 Columbia Avenue and the vinyl floor tile of 22 Moore



Avenue. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004f). McKeen Street housing community also includes 86 multi-family units. Two units were inspected for ACM which included 133 Columbia Avenue and 6 Emanual Drive. ACM was identified during the inspection of both units in the laundry room joint compound. The ACM identified was in good condition and was not considered an asbestos hazard (Dewberry 2004f).

4.10 Lead-Based Paint

Lead is regulated under TSCA Title IV, Lead Exposure Reduction which was added on October 28, 1992 (Pub. L. 102-550). The purpose of this legislation is to reduce environmental lead contamination and prevent adverse health effects as a result of lead exposure, particularly in children. Provisions include identifying lead-based paint hazards, defining levels of lead allowed in various products, including paint and toys, and establishing state programs for the monitoring and abatement of lead exposure levels, including training and certification for lead abatement workers.

According to site personnel (Sanders 2005), industrial areas, office spaces, and remaining facilities are sampled and surveyed prior to any demolition or renovation activities. All painted surfaces are assumed to contain lead unless a negative determination has been made.

In 2004, a lead-based paint (LBP) inspection/risk assessment was conducted for the base housing which included Brunswick Gardens Capehart, Station Housing I, Station Housing II, Topsham Annex, and McKeen Street. The inspections were performed as part of the transfer of the housing units to a private developer under the public-private venture program. The purpose of the LBP inspection was to determine the presence of LBP and the risk assessment determined the hazard associated with the LBP. The inspections were conducted in the winter; therefore, the soil sampling (part of risk assessment) was not conducted but was scheduled for the spring. No information was provided on any additional LBP sampling for inclusion in this report. The inspections were conducted on a representative number of housing units in each area and did not include a walk-through inspection of all the units. It was assumed that un-inspected units of similar age, use, and history would have similar conditions as those identified at inspected units. The housing units that were inspected for lead-based paint are presented in Figure 4-6 and Table 4-15.

Brunswick Gardens Capehart housing was constructed in 1959 and has been renovated several times over the years. The community contains 14 single family units (Dewberry 2004b). One unit was inspected for LBP (19 Intrepid Street). LBP was not detected at the 19 Intrepid Street unit (Dewberry 2004b). The lead-based paint risk assessment was conducted on 11 of the single family units and determined that no hazard existed due to paint conditions or dust wipe samples. Brunswick Gardens Capehart housing community also includes 30 multi-family units. One unit was inspected for LBP (41 Independence Street). LBP was not identified in the 41 Independence Street unit (Dewberry 2004b). The lead-based paint risk assessment was conducted on 20 of the multi-family units and determined that no hazard existed due to paint conditions or dust wipe samples.

Station Quarters Housing was constructed in 1954 and has been renovated several times over the years. The community contains 15 single family units (Dewberry 2004c, Dewberry 2004d). All 15 units were inspected and included Quarters D, Quarters E, Quarters F, Quarters G,



Quarters A, Quarters B, Quarters I, Quarters K (904 Fitch Avenue), Quarters K (905 Fitch Avenue), Quarters EB, Quarters EA, Quarters EC, Quarters EE, and Quarters 349. LBP was detected in all 15 units and consisted of:

• Quarters D - window sash, basement door, porch walls, electrical conduit, garage fascia;

• Quarters E - interior door casing, door jambs, baseboards, exterior doors, casings, and jambs;

• Quarters F - interior door casings and jambs, baseboards, and exterior door casings;

• Quarters G - interior door casings, jambs, and baseboards;

• Quarters H - living room and laundry baseboards, bathroom window apron, kitchen door jamb and casing, exterior electrical conduit;

• Quarters A - interior walls, closet shelves and supports, exterior doors, jambs, casings, window casings and jambs;

• Quarters B - interior walls and baseboards;

• Quarters I - baseboards, door jambs, casings, and exterior pipe;

• Quarters K (904 Fitch Avenue) - garage door, jambs, casings, threshold, and soffit;

• Quarters K (905 Fitch Avenue) - garage siding;

• Quarters EB - exterior door casing, columns, window sills, and soffit;

• Quarters EA - exterior window sills, casings, columns, fascia, porch trim, and laundry room door;

• Quarters EC - kitchen and laundry room walls, exterior door casings, window sills, columns, fascia, and porch trim;

• Quarters EE - kitchen walls, laundry room walls, garage walls, exterior window sills, columns, fascia, and porch trim; and

• Quarters 349 - basement window sashes.

The lead-based paint risk assessment was conducted on each unit and determined that a hazard existed due to deteriorated paint conditions in all the units except Quarters B and Quarters G. No hazards were identified due to dust wipe samples.

Topsham housing was constructed in 1961 and has been renovated several times over the years. The community contains 9 single family units (Dewberry 2004e). Two units were inspected for LBP which included 220 Congress Circle and 230 Congress Circle. LBP was identified during the inspection in 220 and 230 Congress Circle on the door systems, laundry vent and column base. The lead-based paint risk assessment was conducted on three of the single family units and determined that a hazard existed at two of the units due to paint conditions. No hazard was identified due to dust wipe samples. Topsham housing community also includes 168 multi-family units. Six units were inspected for LBP which included 208 Congress Circle, 400, 405, 423, 433, and 470 Liberty Circle. LBP was identified during the inspection of all six units on the utility room ladders, carport fascia system, and carport storage shed doors. The lead-based paint risk assessment was conducted on 24 of the multi-family



units and determined that a hazard existed at each unit due to paint conditions. No hazard was identified due to dust wipe samples.

McKeen Street housing was constructed in 1960 and has been renovated several times over the years. The community contains 145 single family units (Dewberry 2004f). Seven units were inspected for LBP which included 138, 142, and 151 Columbia Avenue; 3 and 39 Emanual Drive; and 15 and 22 Moore Avenue. LBP was identified during the inspection on the exterior crawlspace louver vents, facias, and interior garage doors. The lead-based paint risk assessment was conducted on 18 of the single family units and determined that a hazard existed at ten of the units due to paint conditions. No hazard was identified due to dust wipe samples. McKeen Street housing community also includes 86 multi-family units. Three units were inspected for LBP which included 133 Columbia Avenue, 6 Emanual Drive, and 41 Emanual Drive. LBP was identified during the inspection on the exterior crawlspace louver vents and fascias. The lead-based paint risk assessment was conducted on nine of the multi-family units and determined that a hazard existed at six of the units due to paint conditions. No hazard was identified due to dust wipe samples.

4.11 Radon

Indoor radon concentrations are regulated under TSCA Title III, Indoor Radon Abatement which was added on October 28, 1988 (Pub. L. 100-551). The purpose of this legislation is to assist states in responding to the threat to human health posed by exposure to radon. USEPA is required to publish an updated citizens' guide to radon health risk and to perform studies of the radon levels in schools and radon contamination in federal buildings.

In accordance with the Navy Radon Assessment and Mitigation Program (NAVRAMP) (Navy 1991), a preliminary radon screening was performed in 1990 which consisted of monitoring approximately 10 percent of the housing units of the Main Station, Topsham Annex, and McKeen Street housing area. A total of 184 radon samples were collected from 166 buildings (Figure 4-7), 179 samples from housing units and 5 samples from non-housing units. Two samples contained radon concentrations which exceeded the USEPA action level of 4 picoCuries per Liter (pCi/L): a sample from unit 904-A contained 5.1 pCi/L and a sample from unit EE-A contained radon level of 5.3 pCi/L. Table 4-16 summarizes the detection level for each building.

From approximately May 1991 through May 1992, a radon assessment was conducted in accordance with the NAVRAMP. The radon assessment consisted of the installation of 335 radon monitors in 173 of housing units (including Unit 904-A and Unit EE-A) for a time period of approximately 1 year (Joy 2006c). The results indicate that none of the detectors had radon results above the action level of 4 pCi/L. Based on these results, no mitigation was required (Joy 2006c). Table 4-16 summarizes the detection level for each building. (Note: Buildings 801 through 874, although included in the survey, were subsequently demolished and, thus, are not shown in Figure 4-7).

4.12 Air Quality

Air emissions at NAS Brunswick are regulated under the Clean Air Act (CAA). NAS Brunswick operates under ME DEP air emission license number A-268-71-AA-R. The existing air emission license was issued December 7, 2004 and has a term of 5 years (ME DEP 2004). The permit



was amended once on August 22, 2005 to include licensing new equipment and revising maximum capacity of existing equipment (ME DEP 2005). All emission source equipment including fuel burning equipment, electrical generation equipment, and process equipment (i.e., storage tanks, fuel dispensing, deicing operations, degreasers, painting operations, and jet engine test cells) for the NAS Brunswick Main Station, Topsham Annex, and McKeen Street are summarized in Table 4-17. The locations of buildings with air emission equipment specified in the air license are indicated on Figure 4-8.

Based on the facility-wide fuel limits on licensed fuel burning equipment and electrical generating equipment, as well as limits for VOCs and hazardous air pollutant (HAP) emissions, the facility is licensed under the major source thresholds as a Synthetic Minor. As a Synthetic Minor, NAS Brunswick is not subject to Title V or nitrogen oxides (NOx)/VOC Reasonable Available Control Technology (RACT) requirements. The Air Station is required to operate under the emission limits for fuel burning equipment, engines, and process equipment as outlined in the license (Table 4-18) and must control emissions from each unit to a level considered by the ME DEP to represent Best Practical Treatment (BPT). BPT for existing emissions equipment means the method that controls or reduces emissions to the lowest possible level, considering the existing state of technology; the effectiveness of available alternatives for reducing emissions from the source being considered; and the economic feasibility.

None of the NAS Brunswick fuel burning equipment (i.e., boilers, water heaters, and make-up air) is greater than 10 million British thermal units per hour (MBtu/hr); therefore, they are not subject to the New Source Performance Standards.

The total licensed annual emissions for the facility, based on a 12 month rolling total, are presented in Table 4-19 and the actual calculated annual emissions from 1995 through 2004 are summarized in Table 4-20.

4.13 Water Quality

4.13.1 Drinking Water

The Safe Drinking Water Act (SDWA) of 1974, amended in 1986 and 1996, was passed to protect public health by regulating the nation’s pubic drinking water supply and its sources including rivers, lakes, reservoirs, springs, and groundwater drinking wells. NAS Brunswick obtains its domestic water from the Brunswick and Topsham Water District (Navy 2003a), a public utility district. The distribution system consists of 6-inch, 8-inch, and 12-inch lines on the Air Station that are linked to two 12-inch connections located in the northern portion of the Air Station at Bath and Pine Streets (Navy 2003a). In addition, there is one public and one non-public water wells located within NAS Brunswick. The first is a public drinking water well located in the southwest portion of NAS Brunswick is classified as a transient non-community, drilled public water supply (MDWP 2005). This well is used for providing domestic water for the golf course clubhouse and restaurant (Kempf 2005a). The golf course is cross-gradient to the Eastern Plume and is also located along the west bank of the unnamed stream and Site 16 (ATSDR 2005). The Navy has tested the Golf Course well for VOCs, PCBs, herbicides, pesticides, metals, and coliform and no detections were reported above state residential detection levels (ATSDR 2005). The second well is a non-public, serves less than 25 people, located at the guardhouse at Dyer’s Gate that serves approximately 10 security staff (Kempf



2005b). Public Water Systems are defined by 40 C.F.R. 414 and Dyer’s Gate does not meet the definition of a public water system, whereas the Golf Course Well does meet the criteria (Kempf 2006a). The well is located near, approximately 80 to 100 ft., but outside the institutional control boundary of Site 2 (ATSDR 2005). The Navy has tested this well for VOCs, PCBs, pesticides, and total and dissolved metals, all levels were reported below state residential drinking water levels (ATSDR 2005). Additionally, the northwest corner of NAS Brunswick is located within two Groundwater Aquifer Protection Zones (Prosser 2002). The locations of local drinking water supply wells on and adjacent to NAS Brunswick are presented on Figure 4-9.

Topsham Annex and McKeen Street housing area obtain their domestic water from the Brunswick and Topsham Water District (Kempf 2006c, Kempf 2006e), a public utility district. The Navy owns and maintains the underground lines located at the Topsham Annex and McKeen Street housing area (Kempf 2006c, Kempf 2006e).

4.13.2 Groundwater

There are two local groundwater aquifers, overburden and bedrock, underlying NAS Brunswick (ATSDR 2005). Depth to groundwater in the overburden aquifer is between 10 ft. to 80 ft. bgs and the regional groundwater flow direction is to the east towards the Gulf of Maine. Localized groundwater flow is variable and is generally controlled by local topography, subsurface lithology, and proximity to surface water bodies. Bedrock beneath NAS Brunswick only produces limited amounts of groundwater because of a semi-continuous confining layer of clay overlying the bedrock. The primary source of drinking water for NAS Brunswick is from an off-base municipal water supply; however, there are two domestic water wells located on NAS Brunswick, one located at the golf course and one located at the guardhouse at Dyer’s Gate. The two domestic water wells are reportedly outside the area of groundwater contamination and compounds have not been detected in these wells at levels of health concern. Impacts to on-site groundwater are discussed in detail in Section 4.2 IRP Sites.

Groundwater at Topsham Annex is influenced by numerous factors including aquifer type, depth to bedrock, topographic slope, surface water interactions, and groundwater withdrawals. The groundwater is assumed to flow west and north west toward the Cathance River (HRP 1996a).

There is no information available documenting the direction of groundwater flow at McKeen Street but it likely flows to the north toward the Androscoggin River.

4.13.3 Stormwater

The Water Pollution Control Act Amendments of 1972, commonly known as the Clean Water Act (CWA), uses a variety of regulatory and nonregulatory tools to reduce pollutant discharges into waterways and to manage polluted runoff. Under the CWA, a National Pollutant Discharge Elimination System (NPDES) permit is required for facilities discharging stormwater associated with industrial activities. In 1992, NAS Brunswick applied for and received a NPDES permit from USEPA Region 1. In 1995, the USEPA developed a stormwater permitting system called Multi-Sector permitting. Under the new regulations, NAS Brunswick decided to apply for a Multi-Sector Stormwater NPDES permit as an airport using Standard Industrial Classifications. In December 1995, NAS Brunswick issued a Notice of Intent (NOI) to apply for this permit.



NPDES permits are renewed every five years; therefore, NAS Brunswick submitted an NOI in 2000 and the permit was approved in 2001 (Navy 2004).

The most recent NOI was submitted in October 2005; however, the NPDES permit had not been received at the date of this ECP Report. Additionally, as part of the conditions of the NPDES permit, each facility is required to submit a facility-specific Stormwater Pollution Prevention Plan (SWP3) that establishes policy, responsibilities, and procedures for the stormwater pollution program and provides technical guidance on pollution prevention due to stormwater runoff from industrial areas at naval facilities. The most recent SWP3 is dated November 2004 which includes details on Standard Best Management Practices for all industrial activities at NAS Brunswick. The SWP3 also includes Air Station facilities that were selected for site-specific SWP3s based on the quantity of industrial operations conducted or the storage of materials (Navy 2004).

The original stormwater drainage system for the Air Station was part of the sanitary sewer system, however, the two systems were separated in 1954 (KCI 1991). Currently, NAS Brunswick discharges stormwater into storm sewer systems that flow into surface water bodies located on the Air Station (Navy 2004). NAS Brunswick housing stormwater (no industrial stormwater) drains into three major watersheds: approximately 74 percent of the Air Station drains in the Mere Brook-Harpswell Cove Watershed, approximately 13 percent of the Air Station drains in the Androscoggin Watershed, and approximately 13 percent of the Air Station drains in the Buttermilk Cove Watershed (Kempf 2006b, KCI 1991). There are currently 3 OWSs located on the Air Station that are part of the storm sewer system. There are two non-stormwater discharges, one of which originates from the Taxiway “G” wash rack. The effluent passes through an OWS and discharges into a series of retention ponds into the Mere Brook (Kempf 2006b). The stormwater system including storm drains and surface water features are presented on Figure 4-10.

Topsham Annex discharge stormwater into stormwater sewer systems that flow into the Cathance River and ultimately into the Androscoggin River. McKeen Street discharges stormwater into the headwaters of the Mere Brook and eventually through NAS Brunswick proper to Harpswell Cove (Kempf 2006c, Kempf 2006e). There are currently 3 discharge points that are part of the Topsham Annex’s stormwater sewer system and one discharge point on McKeen Street which are tested quarterly by the Navy (Kempf 2006c, Kempf 2006e). The Navy owns all the stormwater conveyances on Topsham Annex and McKeen Street (Kempf 2006c, Kempf 2006e). The stormwater systems including storm drains and surface water features for Topsham Annex and McKeen Street are presented on Figure 4-10.

4.13.4 Wastewater

The Brunswick Sewer District provides sanitary sewer service to the majority of the Air Station (KCI 1991). While service is provided by the municipal sewer district, NAS Brunswick owns and maintains all it own facilities including the four pumping stations and associated pipe network (KCI 1991, Kempf 2006b). Wastewater exits NAS Brunswick through an 18-inch diameter main located at the intersection of Fitch Avenue and Bath Road (Navy 2004). According to base personnel there are 7 separate septic systems that are not connected to the municipal sanitary sewer (Kempf 2006b) There are two locations at the southern extent of the runway that service the gate house/vehicle inspection facility and the recycling center that are attached to individual



septic systems (Navy 2004). The sanitary sewer system for NAS Brunswick is presented in Figure 4-11.

The Brunswick Sewer District provides sanitary sewer service to Topsham Annex and McKeen Street housing area (Kempf 2006c, Kempf 2006e). While service is provided by the municipal sewer district, NAS Brunswick owns and maintains all it own facilities at the off-base housing areas. According to base personnel, there are no separate septic systems that are not connected to the municipal sanitary sewer on Topsham Annex or McKeen Street (Kempf 2006c, Kempf 2006e). The sanitary sewer systems for Topsham Annex and McKeen Street are presented in Figure 4-11.

There are two sources of industrial wastewater on NAS Brunswick (Kempf 2005b): a dental clinic and a deicing facility. Under Maine State law, all dental clinics are required to have a ME DEP-approved amalgam separator installed in the sanitary sewer discharge. The NAS Brunswick dental clinic has a REBEC 1000 Plus, which is a state-approved system. The deicing facility on-site has two functions: (1) a deicing pad where all waste deicing fluid is captured and stored in a 90,000-gallon tank prior to disposal off-site; and (2) a wash rack used to rinse salt (from ocean seawater) from aircraft. There is no use of soap or other chemicals at the wash rack. The wash rack water passes through an OWS into the stormwater system. This OWS is one of three OWSs that discharge into the storm system.

There are seven retention ponds on-site, including Picnic Pond (Figure 4-10) (Apraham 2005, Kempf 2006b). The water treatment ponds are acknowledged to be contaminated from Navy operations over a period of many years. The extent and characteristics of the contamination will require further investigation (Joy 2006a). A July 2002 hydrologic study of Picnic Pond indicated that the Picnic Pond stormwater retention system was effectively retaining stormwater for the purpose of minimizing the impact of stormwater flow downstream, detaining stormwater to affect pollutant removal, and containing significant spills should they occur (Woodard & Curran 2002). The overall effectiveness of the ponds to remove pollutants is evidenced by the buildup of sediment, organics, and heavy metals within the pond system.

4.13.5 Surface Water

The main surface water features on and around NAS Brunswick include the Mere Brook/Harpswell Cove complex and Buttermilk Cove. These surface water features represent “waters of the United States” as defined by 33 CFR 328 and associated guidance. There is no surface water at the McKeen Street housing area and there is one small open water wetland at the southern end of the Topsham Annex.

4.13.5.1 Mere Brook/Harpswell Cove Complex

Most of NAS Brunswick lies within the Mere Brook/Harpswell Cove watershed. Two large branches drain approximately 74 percent of the land area of NAS Brunswick. The main branch (Mere Brook) originates off NAS Brunswick to the west. This branch enters NAS Brunswick on the northwest side and flows in a generally southeastern direction in its natural streambed for approximately 0.621 mile (1 km). It is then routed under the runway complex via an artificial conduit for approximately 0.621 mile (1 km) (Kempf 2006b). The second branch (unnamed) originates on NAS Brunswick in the northeastern section. Two upper arms of this branch have been dammed to form NAS Brunswick recreational pond known as Picnic Pond. Both branches



join up to become the main stream prior to flowing off NAS Brunswick (Kempf 2006b). Numerous small intermittent streams join the flow along the way. The main stream turns and flows back toward the southwest and crosses back onto NAS Brunswick in the Weapons Complex. After passing beneath New Gurnet Road through culverts, Mere Brook becomes tidally influenced. From this point, Mere Brook becomes a wide, tidal stream that discharges into the head of Harpswell Cove in the south-central portion of NAS Brunswick. Harpswell Cove is a tidal estuary with extensive salt marsh and mudflat habitats. The average tidal range in this area is approximately 9.5 ft., though monthly spring tides can exceed 11 ft. (Geo-Marine 2001).

4.13.5.2 Buttermilk Cove Watershed

Only 13 percent of NAS Brunswick lies in the Buttermilk Cove watershed. Buttermilk Cove borders a small stretch of the eastern boundary of NAS Brunswick. The drainage areas of NAS Brunswick that lie in this watershed are primarily the housing units at Brunswick Gardens. Also a tidal estuary, Buttermilk Cove differs from Harpswell Cove in that it is relatively steep-sided, with narrow fringing salt marshes. Along NAS Brunswick boundary, Buttermilk Cove’s fringing marshes are rarely greater than 50 ft. in width, and in places there is no fringing marsh at all. In these places, exposed mudflats or rock outcrops abut the forest edge directly (Geo-Marine 2001).

4.13.5.3 Androscoggin River

Thirteen percent of NAS Brunswick drains into the Androscoggin River via an unnamed tributary. The area of NAS Brunswick that lie in this watershed include Hangar 6 and the JFSI.

4.14 Natural Resources

4.14.1 Floodplains

Federal Emergency Management Administration (FEMA) flood maps (USDA 2005) of the Brunswick area (shown in Figure 4-12) indicate that there are three areas of NAS Brunswick that would be inundated during a 100-year flood event.

1. On the western side of NAS Brunswick along Mere Brook from where it enters the property until it goes under the runway;

2. In the southern half of the site from where Mere Brook exists from under the runway down along the salt marsh to Harpswell Cove; and

3. A small area along Buttermilk Cove in the south east corner of NAS Brunswick.

Both the Buttermilk Cove and the southern portion of Mere Brook 100-year flood areas have Base Flood Elevations (BFEs) determined. The western Mere Brook 100-year flood area does not have the BFE determined.

There are no areas of Topsham Annex or McKeen Street that lie within the 100-year flood boundary.



4.14.2 Wetlands and Aquatic Habitats (Special Aquatic Sites)

Wetlands are federally regulated under the CWA and by the state under the Maine Natural Resources Protection Act.

NAS Brunswick includes approximately 330 acres of non-tidal wetlands (Figure 4-13). A planning level wetland inventory was completed in 1998 (Geo-Marine 2001). This survey resulted in the mapping of approximately 443 acres of wetlands at NAS Brunswick (Figure 4-13), approximately 75 percent of which are non-tidal wetlands. This inventory was produced through preliminary photo interpretation followed by ground-truthing of photo interpreted boundaries. No jurisdictional determination was made; therefore, this inventory should be used for general planning purposes only.

Jurisdictional wetland delineations (wetland boundaries verified and marked in the field) have been conducted for several areas around the base within the past 5 years and are shown in Figure 4-14 (Moore 2005). The jurisdictional wetland delineations actually indicate fewer wetlands than indicated in the planning level inventory.

The wetlands were classified following the Cowardin community classification system. The Cowardin wetland community classification system imposes boundaries on natural ecosystems for the purpose of inventory, evaluation, and management. The Cowardin classification is divided into five major systems: Marine, Estuarine, Riverine, Lacustrine, and Palustrine.

All wetlands identified in the inventory effort belong to the Estuarine or Palustrine systems (Table 4-21). Estuarine wetlands include deepwater tidal habitats and adjacent tidal wetlands that are usually semi-enclosed by land but have open, partly obstructed, or sporadic access to the open ocean, and in which ocean water is at least occasionally diluted by freshwater runoff from the land. The Estuarine system has two subsystems, subtidal (E1) and intertidal (E2). The subtidal subsystem is described as a continuously submerged substrate. The intertidal subsystem refers to substrates that are exposed and flooded by tides and includes their associated splash zones.

Approximately 116 acres of estuarine wetlands were mapped, most of which are located around Harpswell Cove. The remaining estuarine wetlands are located along the portion of NAS Brunswick’s boundary that abuts Buttermilk Cove.

Palustrine wetlands include all non-tidal wetlands dominated by trees, shrubs, persistent emergents, mosses, or lichens. The Palustrine system groups vegetated wetlands traditionally called marshes, swamps, bogs, fens, prairies, and ponds. It contains no subsystems, though it is further divided into eight classes.

The remaining 327 acres of wetlands at NAS Brunswick were classified as palustrine wetlands. The majority of NAS Brunswick’s palustrine wetlands are associated with the Mere Brook/Harpswell Cove watershed (Geo-Marine 2001).

The Topsham Annex has one area which is a well-developed mixed class emergent-scrub/shrub wetland located in the northeastern portion of the open recreation area dividing the administrative area from the residential area. This wetland is bordered on the western edge by the annexed school district property. The other wetland is located at the southern end of the



property below the Exchange parking lot and is mostly open water (Figure 4-13) (Geo-Marine 2001).

There are no known wetlands at the McKeen Street housing area.

4.14.3 Coastal Zone Areas

Coastal Zone Management for NAS Brunswick is addressed under the state approved plan by the National Oceanic and Atmospheric Administration (NOAA) (Kempf 2006b). The Coastal Zone Management Act regulations and NAS Brunswick personnel evaluate each project on an individual basis to ensure compliance with the Act (Kincaid 2005). The entire property of NAS Brunswick Main Station, Topsham Annex, and McKeen Street, along with the town of Brunswick and Topsham, lies within the Coastal Zone. Coastal Zone Management determinations and multiple EAs have been prepared for specific NAS Brunswick projects potential impacts to coastal resources.

According to the NAS Brunswick Master Plan, there is no currently proposed development that significantly affects the water courses or the marine waterfront areas (Prosser 2002). The Town of Brunswick has zoned a 250-ft. natural resources protection zone around coastal wetlands. The NAS Brunswick golf course and picnic area lie within the protection zone, but according to the master plan, pose no significant impact to wetland areas. In the past some Survival, Evasion, Resistance, and Escape (SERE) school training took place adjacent to the saltwater marsh below the golf course but no negative environmental impact resulted from that activity. The SERE School training has not occurred in this area for several years (Moore 2005).

4.14.4 Coral Reefs

Coral reef protection is not applicable to NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area.

4.14.5 Fisheries

Essential fish habitat at NAS Brunswick is regulated under the Sustainable Fisheries Act which amended the habitat provisions of the Magnuson-Stevens Act.

Although there is no Essential Fish Habitat (EFH) designation determined specifically for NAS Brunswick Main Station, Topsham Annex, or Mckeen Street housing area (Moore 2005), NOAA has designated EFH areas within the portion of Casco Bay that includes Harpswell Cove (NOAA 2005), and the fish included in this habitat are summarized in Table 4-22. Although Buttermilk Cove is not specifically identified in the NOAA EFH, it is located within the area described. The EFH includes any combination of eggs, larvae, juveniles or adults of the following fish: Atlantic salmon (Salmo salar), Atlantic cod (Gadus morhua), pollock (Pollachius virens), whiting (Merluccius bilinearis), red hake (Urophycis chuss), white hake (Urophycis tenuis), winter flounder (Pleuronectes americanus), yellowtail flounder (Pleuronectes ferruginea), windowpane flounder (Scopthalmus aquosus), American plaice (Hippoglossoides platessoides), ocean pout (Macrozoarces americanus), Atlantic halibut (Hippoglossus hippoglossus), Atlantic sea scallop (Placopecten magellanicus), Atlantic sea herring (Clupea harengus), bluefish (Pomatomus saltatrix), Atlantic mackerel (Scomber scombrus), and bluefin tuna (Thunnus thynnus).



4.14.6 Marine Mammals

According to site personnel (Moore 2005), the Marine Mammal Protection Act is not applicable to NAS Brunswick Main Station, Topsham Annex, or McKeen Street housing area because no marine activities take place at NAS Brunswick. The Integrated Natural Resources Management Plan (INRMP) does not include any marine mammals in the discussion of site fauna.

4.14.7 Threatened, Endangered, and Other Sensitive Species

Threatened and endangered species at NAS Brunswick are regulated under the Federal Endangered Species Act and Maine’s Endangered Species Act.

An endangered species review was conducted at NAS Brunswick by The Natural Heritage Program and The Nature Conservancy for the Maine Department of Inland Fisheries and Wildlife in 1988. NAS Brunswick has an INRMP (Geo-Marine 2001) which contains a summary of the endangered species on the facility. According to the INRMP, no federally listed threatened or endangered species are known to reside on NAS Brunswick. Consultation with the U.S. Fish and Wildlife Service confirmed that there no known federally listed threatened and endangered species at NAS Brunswick (Moore 2005). However, bald eagles (Haliaeetus leucocephalus), regularly visit the area and are seen foraging in habitat along the Androscoggin River and the many estuarine coves in the region. Bald eagles are currently federally listed as a threatened species.

While there are no federally listed endangered or threatened species residing at NAS Brunswick, three state-listed threatened or endangered species are known to be present at NAS Brunswick, as described below. Table 4-23 depicts all of the species that are known to inhabit or frequent NAS Brunswick that are listed as rare, threatened, or endangered.

The Maine Department of Conservation found no rare botanical features; habitat of rare, threatened, or endangered plant species; or unique or exemplary natural communities in the vicinity of Topsham Annex (Maguire Group 1998).

There are no known threatened or endangered species at Topsham Annex or McKeen Street housing area.

4.14.7.1 Grasshopper Sparrow (state endangered)

The grasshopper sparrow prefers open grassland with an abundance of caespitose grasses, few small shrubs, and no thick litter mat covering the ground. At present it is only known to breed in four locations in Maine. One of those locations is NAS Brunswick, where it regularly breeds in the sandplain grassland habitat (Figure 4-15). The population is monitored annually through counts of breeding pairs. The number of pairs breeding on the station has fluctuated considerably from year to year; however, the reasons for the fluctuations are not known.

4.14.7.2 Upland Sandpiper (state threatened)

The upland sandpiper occupies similar habitat (Figure 4-15), but areas with more low blueberry shrub cover and scattered patches of open ground. Its distribution in Maine is generally restricted to open lands and barrens in the coastal zone. It is known to breed in approximately



30 locations. The upland sandpiper was previously listed as state rare-indeterminate status, but was officially listed as state threatened in the summer of 1999. The number of pairs breeding at NAS Brunswick is unknown, but likely fluctuates from year to year like the grasshopper sparrow. Its presence or absence is recorded concurrently with the grasshopper sparrow survey.

4.14.7.3 Clothed Sedge (state endangered)

The clothed sedge (Carex vestita) was previously state listed as historic (the last record was from 1938). However, this species was rediscovered in the sandplain grassland at NAS Brunswick during vegetation surveys conducted in August 1998 (Geo-Marine 2001). Upon discovery of the population at NAS Brunswick, the state initiated the process of re-listing this species as state endangered. That process was completed in the summer of 1999. Additional surveys conducted in the summer of 1999 identified three more populations at NAS Brunswick (Figure 4-15). This plant has recently been discovered in others areas of Brunswick (Moore 2005). At present, these are the only known locations for this species in Maine.

There are two state listed natural communities present at NAS Brunswick, the sandplain grassland community and the pitch pine-heath barren community (Figure 4-16). These communities are both ranked as S-1 communities in Maine. An S-1 ranking means that a community type is critically imperiled in Maine because of extreme rarity (five or fewer occurrences, or little remaining acreage). Sandplain grasslands and pitch pine-heath barrens are linked through succession. If a sandplain grassland is not maintained, it will eventually succeed to a pitch pine-heath barren. Fire is believed to have been the historic mechanism for maintenance of sandplain grasslands. In the absence of fire, or if fire is too infrequent, pitch pine and a variety of ericaceous shrubs will invade the sandplain grassland. At NAS Brunswick, the sandplain grassland is largely contained within the Airfield Clear Zone where it has been maintained by mowing rather than fire, but the net result is that the area has remained as grassland. The sandplain grassland at NAS Brunswick is one of only two such occurrences of this community type in the state. Most of NAS Brunswick’s sandplain grassland is located within the Airfield Clear Zone Management Unit, and the remainder is located in the northern portion of the West Side Forest Management Unit. The pitch pine-heath barren has developed in an area outside of the clear zone, where mowing is not conducted with any regularity. The pitch pine-heath barren at NAS Brunswick is one of only three occurrences of this community type in Maine. Most of the Station’s pitch pine-heath barrens have been observed on the west side of the airfield.

The horned lark and vesper sparrow are two additional species that occur at NAS Brunswick that are not listed as threatened or endangered in Maine, but have the potential to be listed in the future.

4.14.7.4 Horned Lark

The horned lark is listed as state rare-indeterminate status. Indeterminate means that the species may qualify for listing as endangered or threatened, but insufficient data exists to determine its true status. The horned lark prefers sparsely vegetated open grassland with bare gravelly openings. Though probably not as rare as the grasshopper sparrow, it is only known to breed in six locations in Maine.



4.14.7.5 Vesper Sparrow

The vesper sparrow is on the state watchlist. Watchlist species are currently considered secure in Maine, but because it occupies unique habitats that may be lost or altered, the species is monitored to track its status and avert potential problems. Vesper sparrows breed in both open grassland and scrub grasslands. They do exhibit a preference for sites with more scrub pines and ericaceous shrubs than those preferred by the other species, and they prefer areas with greater amounts of litter covering the ground. Vesper sparrows are presently known to breed in more than 50 locations in Maine. Table 4-23 depicts all of the species that are known to inhabit or frequent NAS Brunswick that are listed as rare, threatened, or endangered.

4.14.8 Geological Hazards

The forces that cause earthquakes in Maine may be related to the ongoing slow westward movement of the North American tectonic plates, and to gradual rebound of the underlying mantle after recent melting of the last great ice sheet. The probability of having a small earthquake in Maine in any year are quite high but the probability of a larger event (causing minor damage to man-made structures) is much less (Maine Geological Survey 2003). To date the largest earthquake in Maine occurred in 1904 and had a maximum intensity of VII (only caused some minor damage to buildings). In a 50 year period, there is only a 10 percent chance of an earthquake occurring with an intensity high enough to cause minor damage anywhere in Maine.

Coastal landslide hazards mapped by the Maine Geological Survey include portions of Harpswell Cove and Buttermilk Cove. Both coves are classified as either low coastal bluff or non-bluff shoreline, which indicates that the shoreline is not at risk of failing in the form of a landslide (Maine Geological Survey 2001).

Coastal landslide hazard is not applicable to Topsham Annex or McKeen Street housing area because they are not located adjacent to the ocean.

See Section 4.14.1 for information on flood hazards.

4.15 Cultural Resources

Cultural resources at NAS Brunswick are federally regulated under the National Historic Preservation Act, Archaeological Resources Protection Act, and the Native American Graves Protection and Repatriation Act.

4.15.1 Historical Resources

Facility personnel (Moore 2005) indicated that NAS Brunswick does not have an Integrated Cultural Resources Management Plan (ICRMP); however, a Cultural Resources Survey was conducted at the Main Station, the McKeen Street Housing Complex, the former East Brunswick Remote Radio Transmitter Site, the Topsham Annex, and the SERE School in 1995 with the draft final report dated 1999 (Louis Berger 1999). Part of the Cultural Resources Survey included an Architectural Resources Survey. The State Historic Preservation Office (SHPO) reviewed the draft Cultural Resources Survey and their comments were incorporated in to the



final draft report. The findings of the Architectural Resources Survey are summarized below (Louis Berger 1999).

• Pre-1946 resources include Buildings 44, 63, and 64 which are earth-covered steel magazines constructed in 1943, possess integrity and meet National Register of Historic Places (NRHP) Criterion C.

At the time the survey was conducted, Building 35, a former radio transmitter facility, and Hangars 1, 2, and 3, met NRHP Criterion A, but, with the approval from SHPO, have since been or are scheduled for demolition in accordance with Section 106 of the National Historic Preservation Act .

• The remaining pre-1946 historical buildings and structures at NAS Brunswick do not meet NRHP criteria, due to lack of demonstrable significance and/or lack of historical integrity.

• There are no remaining buildings at Topsham Annex or the remote radio transmitter site that meet the NRHP criteria.

• The post-1946 resources that appeared to have the greatest potential for NRHP eligibility once they reach the age of 50 years were Building 211 (Bachelor Enlisted Quarters [BEQ] barracks), Building 226, 227, 517, and 518 (radio communications buildings).

The locations of the remaining historical buildings and structures are shown in Figure 4-17.

EAs have been performed for recent construction projects including the Radar Air Traffic Control Tower Facility (Navy 2003a); Bachelor Enlisted Quarters (Navy 2002b); Aircraft Maintenance Hangar (Navy 2002c); the Transfer and reuse of Access Property at Topsham Annex (Maguire 1998); and the Renovation and Construction of Navy Housing (KCI 1991). Each of the EAs reviewed indicated that the proposed action would have no effect on historical buildings and structures. The SHPO also determined that the proposed construction in each of the EAs would not impact any historic resources. Findings of No Significant Impact (FONSI) for each of the construction projects reiterated the conclusion of the EAs of no effect on the historical buildings and structures (Moore 2006b).

4.15.2 Archaeological Resources

Facility personnel (Moore 2005) indicate that NAS Brunswick does not have an ICRMP; however, several archaeological surveys have been conducted for various areas of NAS Brunswick.

Cultural Resources Survey – April 1999

A Cultural Resources Survey was conducted in 1995 for the Main Station, the McKeen Street Housing Complex, the East Brunswick Remote Radio Transmitter Site, and the Topsham Annex. The Cultural Resources Survey consisted of a Phase IA Archaeological Investigation and an Architectural Resources Survey (consists of background research and field testing). The SHPO reviewed the draft Cultural Resources Survey and their comments were incorporated into the draft final Cultural Resources Survey. The findings of the Phase IA Archaeological Investigation (background research and field testing), as documented in the 1999 draft final report (Louis Berger 1999), are summarized below.



• There are no known prehistoric archaeological sites at NAS Brunswick. The Main Station has areas of high sensitivity for prehistoric sites (contain one or more variables that make them likely locations for evidence of past human activities) located along the northern boundary and areas of moderate sensitivity for prehistoric sites along portions of Mere Brook, its tributaries, and the shoreline of Harpswell and Buttermilk coves. Three historic archaeological localities were noted including the salt marsh dikes, three nineteenth century cemeteries, and multiple nineteenth-century household artifacts.

• The McKeen Street Housing Complex was judged to have a low sensitivity for both prehistoric and historic archaeological sites.

• The East Brunswick Remote Radio Transmitter Site was judged to have a low sensitivity for both prehistoric and historic archaeological sites.

• The Topsham Annex was judged to have a low sensitivity for prehistoric archaeological sites. The western half of the annex is rated as having a moderate sensitivity for historic sites.

The locations of these archaeological sites are shown in Figure 4-18. The results of the Architectural Resources Survey are summarized in Section 4.15.1.

Phase I Archaeological Survey – October 1999

A archaeological survey was conducted in October 1999 in the area of the proposed family housing projects located in the Brunswick Gardens and Neighborhoods A, B, and D (Figure 4-18) (TAMS 1999). The proposed action consisted of the demolition of 224 housing units in the Brunswick Gardens, construction of 224 replacement housing units in the Brunswick Gardens, and the construction of 16 new housing units in the Neighborhoods A, B, and D. The results of the survey concluded the proposed family housing neighborhoods would not affect archaeological resources. The SHPO concurred with the conclusion of the archaeological survey (Moore 2006a).

Phase IB Archaeological Survey – July 2000

A Phase 1B archaeological survey (consists of intensive field survey) was conducted in July 2000 in the area of the proposed Bachelor Enlisted Quarters (Figure 4-18) (Louis Berger 2000). The proposed construction of the 20 two-story buildings and infrastructure occupied 15.1 acres near Neptune Drive and Pegasus Street of the Main Station of NAS Brunswick. Although the Cultural Resources Survey identified the area as an archaeologically sensitive area, the result of the Phase 1B survey identified no archaeological properties in the project area. The SHPO concurred with the conclusion of the archaeological survey (Moore 2006a).

EAs were prepared for proposed construction of the Radar Air Traffic Control Tower Facility (Navy 2003a), Bachelor Enlisted Quarters (Navy 2002b), Aircraft Maintenance Hangar (Navy 2002c), the Transfer and reuse of Access Property at Topsham Annex (Maguire 1998), and the Renovation and Construction of Navy Housing (KCI 1991). Each of the EAs reviewed indicated that the proposed action would have no effect on prehistoric or historic archaeological resources. The SHPO also determined that the proposed construction in each of the EAs would not impact any historic resources.



4.15.3 Native American Graves Protection and Repatriation Act

According to facility personnel (Moore 2005), Native American graves have not been discovered on NAS Brunswick Main Station, McKeen Street, or Topsham Annex. The Cultural Resource Survey conducted in 1995 did not contain any information specific to Native American graves and there was no other documentation available specific to Native American graves. Although documentation does not exist regarding any Native American resources, archaeology, graves or otherwise, the “pre-historic sensitive area” (Figure 4-18) might contain such protected resources. In addition, although Native American Tribes of Maine (Maliseet, Passamaquoddy, Abenaki, Penobscot, and Micmac) have not participated in any consultations at NAS Brunswick, they have expressed interest if any such resources are found.

4.16 Summary of Environmental Conditions

Environmental conditions at NAS Brunswick consist of the following:

• Presence of lead-based paint and asbestos in buildings at the Main Station, Topsham Annex and McKeen Street housing area.

• Portions of the Main Station site lie within the Buttermilk Cove, Mere Brook, and Harpswell Cove 100-year floodplains.

• Presence of 443 acres of wetlands within the NAS Brunswick Main Station property boundaries and the two wetland areas at Topsham Annex.

• The entire property of NAS Brunswick (Main Station, McKeen Street, and Topsham Annex) lies within an establish Coastal Zone.

• Presence of state-recognized threatened or endangered species, including the grasshopper sparrow, the upland sandpiper, and the clothed sedge.

• Buildings 44, 63, and 64 of the Main Station are eligible for listing on the National Register of Historic Places.

• Several areas of the Main Station have been identified as possessing high and moderate sensitivity for prehistoric sites located along the northern boundary, along portions of Mere Brook and its tributaries, and the shorelines of Harpswell and Buttermilk Coves. Three previously unrecorded historic archaeological localities have been noted. Additionally, over two dozen localities were identified as having high sensitivity for historic archaeological deposits.

Based on the information reviewed, established land use restrictions that need to be considered when NAS Brunswick is transferred to other private and public entities exist associated with several of the IRP sites, including Sites 1, 3, 2, 4, 7, 9, 11 and 13. Common land use constraints include restrictions on soil excavation and the usage of the groundwater. General land use constraints are detailed in Section 4.2 for each IRP site. Land use constraints may also be developed for other areas, including Site 12, Site 17, Old Fuel Farm, and NEX Gas Station (Joy 2006c). An NAS Brunswick instruction outlines previous contaminated areas to be considered during project planning (Joy 2006c).

The environmental conditions are summarized in Figure 4-19.



5.0 Certification

I certify that the Environmental Conditions of Property Report for the Naval Air Station, Brunswick, Maine (Revision 2) dated 30 May 2006 and its enclosures were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. The information contained within the Environmental Conditions of Property Report for Naval Air Station, Brunswick, Maine (Revision 2) dated 30 May 2006, and its enclosures is, to the best of my knowledge and belief, true, accurate and complete and accurately reflects the property's condition as of 30 May 2006 based upon my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information.

Name Signature Date


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Tables

TABLES


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Page 1 of 3

Table 4-1. Summary of CERCLA Information

IRP Site ID

IR Site Name Dates of Operation

Historic Description Contaminants of Concern

Current Phase of Remedial or Corrective Action

1 Orion Street Landfill – North (Operable Unit 1)

1955 - 1975 Landfill that received waste oil, solvents, pesticides, petroleum products, paint, aircraft and automobile parts, domestic waste including food, and various unidentified chemicals (EPA 1992). May have received pharmaceutical waste, photography-related chemicals, and empty hazardous waste chemical containers, filter pack material from oil/water separators, paint cans, herbicide and pesticide containers, and construction debris (Jordan 1990). Disposal occurred in two unlined trenches (Jordan 1990).

VOCs, SVOCs, PCBs, pesticides, and/or metals in soil, groundwater, sediments, surface water, and leachate (EPA 1992).

ROD finalized in 1992 (EPA 1992). No further action with respect to soil (EPA 1992). De-watering activities have been ceased (EA and ECC 2005). Groundwater impacts are being addressed with a groundwater pump and treat system (ABB 1998). Future actions include evaluation of impacts to Mere Brook surface water and sediment, update LTMP, develop a LUCIP, and update O&M Plan for deactivation of two extraction wells (EA and ECC 2005).

2 Orion Street Landfill – South (Operable Unit 2)

1945 to 1955 Inactive landfill that received domestic waste, solvents, paint, hydraulic oil, and medical supplies (Jordan 1990).

Metals, PAHs, VOCs, TCE, and/or DDT in soil, groundwater, surface water, sediments, and leachate (Jordan 1990, EA and ECC 2005).

ROD finalized in 1998 (Harding Lawson 1998). All surficial debris has been removed and the landfill covered over with soil (EA and ECC 2005). Future remedial actions include development of a LUCIP, investigate the area north of the landfill to evaluate leachate seep impacts, and continuing LTMP (EA and ECC 2005).

3 Hazardous Waste Burial Area

(Operable Unit 1)

1960 - 1973 Landfill that reportedly received solvents, pesticides, paint, isopropyl alcohol, and petroleum products (Weston 1983, EPA 1992). Based on its proximity to Site 1 and the similarity in local subsurface geology, historical use, and hydrologic characteristics, the remediation of Site 1 and 3 have been combined (Jordan 1990).

VOCs, SVOCs, PCBs, pesticides, and/or metals in soil, groundwater, sediments, surface water, and leachate (Jordan 1990, EA and ECC 2005).

ROD finalized in 1992 (EPA 1992). Groundwater impacts addressed in conjunction with Site 1. No further action with respect to soil (EPA 1992). Proposed evaluation of impacts to Mere Brook surface water and sediments (EA and ECC 2005).

4 Acid/Caustic Pit 1969 - 1974 Former disposal pit used for disposing of acids, solvents, and transformer oils (Weston 1983).

Lead and TCE in groundwater (Jordan 1990).

ROD finalized in 1998 (ABB 1998). The selected final remedial action for the site was determined to be No Further Action with respect to soil (ABB 1998). The TCE groundwater plume is moving southeast towards Sites 1 and 3 and co-mingling with the Sites 11 and 13 plumes, collectively known as the Eastern Plume (ABB 1998). Groundwater impacts associated with Eastern Plume are being addressed with a groundwater pump and treat system (ABB 1998).

5 Orion Street Asbestos Disposal Site

1979 Asbestos-lined pipes from demolished NAS Brunswick buildings were disposed of in two trenches in a 0.25 acre area (EA and ECC 2005).

No impacts remaining (EA and ECC 2005).

ROD finalized in 1993 (EPA 1993a). Excavated and transported the asbestos containing pipes and construction debris from Sites 5 and 6 to Sites 1 and 3 for use as the subgrade for a low-permeability cap (EPA 1993a). No Further Action required (EPA 1993a).

6 Sandy Road Rubble and Asbestos Disposal Site

Unknown - 1970’s

Approximately 250 cubic yards of construction debris, including asbestos-lined pipes and aircraft parts were disposed of at this location (Weston 1983).


ROD finalized in 1993 (EPA 1993a). Excavated and transported the asbestos containing pipes and construction debris from Sites 5 and 6 to Sites 1 and 3 for use as the subgrade for a low-permeability cap (EPA 1993a). No Further Action required (EPA 1993a).

7 Old Acid/Caustic Pit (Operable Unit 7)

1952 - 1969 Disposal pit for battery acid, transformer oil, solvents, and other caustic liquids (EA 2002).

Pesticides and PAHs in soil and metals in groundwater (Jordan 1990).

ROD finalized in 2002 (EA 2002). Subsequent to a pump test and excavation activities, the selected remedy is institutional controls, including soil and groundwater use restrictions, and long-term groundwater monitoring (EA and ECC 2005).

8 Perimeter Road Disposal Site

1964 - 1974 Used to dispose of construction and demolition debris including concrete, scrap metal, industrial wastes, and asphalt rubble (Jordan 1990). Additionally, solvents containing TCE, MEK, and toluene were reportedly disposed of at this site (Jordan 1990). A ravine located to the northeast of the site is also partially filled with landfill debris (Jordan 1990).

No impacts remaining (EPA 1993a).

ROD finalized in 1993 (EPA 1993a). The construction debris, rubble, and PAH-impacted soils were excavated and transported to Sites 1 and 3 for use a subgrade material for the landfill cap (EPA 1993a). No Further Action required (EPA 1993a).




IRP Site ID




9 Neptune Drive Disposal Site (Operable Unit 6)

1943 - 1946 First landfill used at the air station (Jordan 1990). Reportedly solid waste was burned in an incinerator and the resulting ash dumped in the landfill (Jordan 1990, EA and ECC 2005). Additionally, liquid waste and solvents were poured on the ground and burned (Jordan 1990). A 42-inch diameter drain pipe was located adjacent to the dump location and ran between Buildings 201 and 293 to an outfall in the local unnamed stream (EA and ECC 2005). Additionally, the septic system associated with Building 201 may have been a source of impacts to soil and groundwater (EA and ECC 2005).

Metals, hydrocarbons, PAHs, and VOCs in leachate, groundwater, surface water, and sediments (Jordan 1990).

The selected final remedial action for the site includes LTMP, natural attenuation, and institutional controls including land use restrictions (EA and ECC 2005).

10 DFSP Casco Bay Harpswell 1956 - Unknown

Off-site contractor operated fuel depot containing 14 ASTs that store JP-5 and aviation gasoline (Weston 1983).

Hydrocarbons in soil and groundwater (Weston 1983).

The Defense Energy Support Center (DESC) was responsible for and performed remediation on the property including installing two recovery wells were installed in 1982 from which approximately 5 gallons of fuel are recovered per day (Zamorski 2005, Weston 1983). The property consisted of 119.32 acres, which conveyed to the Town of Harpswell by two deeds (Zamorski 2005). Remaining property, reported as excess but not yet disposed of, is a 30-foot wide easement and right-of-way improved with two underground pipelines (Zamorski 2005). The pipelines consist of steel pipelines, which were used to transfer jet fuel (JP-5) (Zamorski 2005). The pipelines were removed from service in 1991 and were drained and cleaned (Zamorski 2005).

11 Fire Training Area 1950’s – 1990

Combustible liquids, including fuels, waste oils, solvents, and other miscellaneous liquids, were used to conduct training activities (Jordan 1990). Originally the fires were fought directly on the grass substrate (Jordan 1990). In 1987, a circular concrete liner surrounded by an earthen berm and a 6,000 gallon UST north of the fire pit that contains unburned fuel were installed surrounded by a grass area (Jordan 1990).

Fuel-related compounds including PAHs in soil and VOCs and SVOCs, in groundwater (EA and ECC 2005).

ROD finalized in 1998 (ABB 1998). No Further Action with respect to soil. Groundwater impacts addressed as part of the Eastern Plume (Sites 4, 11, and 13) (ABB 1998).

12 EOD Training Area 1981 - Unknown

Training and destruction of small quantities of ordnance, pyrotechnics, and privately manufactured explosive devices since 1981 (EA and ECC 2005).

Mercury, and nitrate/nitrite in soil (Jordan 1990).

Currently still under active investigation, no ROD established (EA and ECC 2005).

13 Defense Reutilization and Marketing Office Area

1970’s - 1980’s

Three USTs were in operation for storage of waste oil, solvents, and diesel until the late 1980s (Jordan 1990, EA and ECC 2005). In 1986, the 10,000-gallon steel diesel UST was removed and replaced with a fiberglass UST that was later removed and replaced with an AST (Jordan 1990). The other two USTs were removed in 1986 and 1989 but were not replaced (Jordan 1990).

Pesticides, SVOCs, and VOCs (Jordan 1990).

ROD finalized in 1998 (ABB 1998). No Further Action with respect to soil. Groundwater impacts addressed as part of the Eastern Plume (Sites 4, 11, and 13) (ABB 1998).

14 Old Dump #3 Late 1940’s Landfill that most likely operated prior and during World War II before the air station was decommissioned in the late 1940s (EA and ECC 2005).


No documentation of a final ROD was identified for this site, however the site was addressed in a Consensus Statement dated July 18, 2001 recommending No Further Action for Sites 14, 15, 16, and 18 (EA and ECC 2005).

15 Merriconeag Extension Debris Site

Unknown Soil and concrete rubble dam that created a 0.75-acre pond on an unnamed stream. There are no historical records of dumping at this location (EA and ECC 2005).



16 Swampy Road Debris Site Unknown Although there is no historical record of disposal at this site, unspecified debris across a 1,700 ft section of the stream was reported (EA and ECC 2005).


N No documentation of a final ROD was identified for this site, however the site was addressed in a Consensus Statement dated July 18, 2001 recommending No Further Action for Sites 14, 15, 16, and 18 (EA and ECC 2005).

17 Former Pesticide Shop (Building 95)

1955 - 1985 Building used for storage and mixing of pesticides and herbicides (EA and ECC 2005).

Pesticides and herbicides in

Site buildings were demolished and site soils were excavated and disposed of off-site (EA and ECC 2005). Currently monitoring




IRP Site ID




groundwater (EA and ECC 2005).

groundwater impacts (EA and ECC 2005). No ROD in place (EA and ECC 2005).

18 West Runway Study Area Unknown Unidentified product seeping out of hillside in vicinity of runway creating a sheen on surface water (EA and ECC 2005).



POL 1 Old Navy Fuel Farm 1943 - 1993 Location of a total of 9 USTs that contained petroleum sludge, unleaded gasoline, aviation gasoline, ethylene gycol, and JP-5 fuel (EA 1998).

BTEX, MTBE, TPH-GRO, TPH-DRO (EA 1998)

Biosparge system operated from August 1996 to December 1998 (EA 2005). Soil Vapor extraction/air sparging operated from March to July 1999. Soil excavation of source areas in September 2000. Remedial alternative is currently monitored natural attenuation.

POL 2 NEX Service Station 1974 - Present

Three 10,000-gallon fiberglass USTs containing regular, mid-grade, and premium unleaded gasoline were installed at the NEX service station in 1974. In October 1992 the USTs were removed and replaced with three 10,000 double-walled steel jacketed USTs.

Unknown if any impacts to environment.

One documented fuel release in March 1998 involving a leak from the secondary product piping into the piping sump. The leak was repaired in August 1998 during installation of a new dispenser sump and piping. Additional remedial activities include the removal and off-site disposal of 440 tons of petroleum-impacted soil in 1992 (Tetra Tech 2005). A soil vapor extraction/air sparging system operated from 1993 to 2003 and in 2002 a limited in-situ chemical oxidation pilot test was performed (Tetra Tech 2005). In 2005 a denitrification-based biodegradation pilot test was performed, the effectiveness of which is still being evaluated (Tetra Tech 2005).

Sources: EA 1998, EA 2005, EA and ECC 2005, Navy 1992, Navy 1993a, Navy 1998a, Navy 1998b, Navy 1999, Navy 2002, Tetra Tech NUS, Inc. 2005, Zamorski 2005 Notes: BTEX = Benzene, toluene, ethylbenzene, and xylene DDT = Dichloro-diphenyl-trichloroethane MEK = Methyl ethyl ketone MTBE = Methyl tertiary-butyl ether NEX = Navy Exchange PAHs = Polycyclic aromatic hydrocarbons PCBs = Polychlorinated biphenyls ROD = Record of Decision SVOCs = Semi Volatile Organic Compounds TCE = Trichloroethylene TPH-DRO = Total petroleum hydrocarbons-diesel range TPH-GRO = Total petroleum hydrocarbons-gasoline range VOCs = Volatile Organic Compounds



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Table 4-2. Underground Storage Tanks at NAS Brunswick

Building Location Size (Gallons) Contents Year of

Installation

5.0(1) Hangar 5 Generator 1,000 Diesel 1999 77.0(1) Weapons Magazine

Arsenal 500 Fuel Oil #1 1997

594.0(1) ASWOC Generator 4,000 Diesel 1996 594.1(1) ASWOC Generator 4,000 Fuel Oil #1 1999 86.0 GSE (De-Ice) 10,000 Propylene Glycol 1993 86.1 GSE (De-Ice) 10,000 Propylene Glycol 1993 117.5 Fuel Farm 20,000 No-Lead 1990 117.6 Fuel Farm 20,000 No-Lead 1990 117.7 Fuel Farm 10,000 Diesel 1992 211.4 Field House 20,000 Fuel Oil #2 1990 211.5 Field House 20,000 Fuel Oil #2 1990 538.4 NEX Gas Station 10,000 Unleaded Premium 1993 538.5 NEX Gas Station 10,000 Unleaded 1993 538.6 NEX Gas Station 10,000 Unleaded 1993 539.2 WPN (AUW) (Gen) 2,000 Diesel 1990 642.1 WPNS (AUC) (Gen) 1,000 Fuel Oil #2 1992 654.0 JFSI Fuel Farm 3,000 Jet Fuel (Product

Recovery Tank) 1992

Sources: Don Rickel, NAS Brunswick, 2005. Notes: This table only presents the existing USTs at NAS Brunswick and Topsham Annex. A comprehensive list of all former and existing USTs is available from base personnel. (1) Aboveground storage tank with underground piping and therefore require registration as underground

storage tank. ASWOC = Anti-Submarine Warfare Operations Center AUW = Advanced Undersea Weapon GSE = Ground Support Equipment NEX = Navy Exchange WPN = Weapon Procurement


Table 4-3. Existing Aboveground Storage Tanks in NAS Brunswick/

Topsham Annex Inventory


ASTs at NAS Brunswick Building

No. Location Size

(Gallons) Contents Date of

Installation A5.0 HANGAR 5 SO 500 WASTE OIL 1996 A5.1 HANGAR 5 SO 250 WASTE OIL 1996 A5.2 HANGAR 5 NO 500 WASTE OIL 1996 A5.3 HANGAR 5 NO 500 WASTE OIL 1996 A5.4 HANGAR 5 NO 20000 #1 OIL 1999 A5.5 HANGAR 5 NO 20000 #1 OIL 1999 A5.6 HANGAR 5 EAST 1000 DIESEL 1999 A5.7 HANGAR 5 EAST 100 DIESEL 2005 A6.0 HANGAR SIX (I) 125 HYD OIL 2004 A6.1 HANGAR SIX EAST 250 WASTE OIL 2004 A6.2 HANGAR SIX EAST 500 WASTE OIL 2004 A6.3 HANGAR SIX WEST 500 WASTE OIL 2005 A6.4 HANGAR SIX WEST 250 WASTE OIL 2005 A6.5 HANGAR SIX WEST 500 WASTE OIL 2005 A6.6 HANGAR SIX WEST 250 WASTE OIL 2005 A6.7 HANGAR SIX WEST 250 WASTE OIL 2005 A9.0 VPU-1/OLD HSG OFFICE (I) 275 #1 OIL 1999

A11.0 NEX 3000 #1 OIL 1999 A11.1 NEX 250 COOKING GR 2002 A19.1 PW (SHOPS) 275 #1 OIL 1999 A19.2 PW (SHOPS) 275 #1 OIL 1999 A20.0 N.H. COLL/HRO 3000 #1 OIL 1999 A25.0 GYM 3000 #1 OIL 1995 A27.0 FSC 1000 #1 OIL 1999 A29.3 HOBBY SHOP 500 WASTE OIL 1996 A29.4 H0BBY SHOP 2000 #1 OIL 1999 A35.0 MAIN GATE 100 DIESEL 2004 A36.0 DYERS GATE 100 DIESEL 2004 A37.0 NIS OFFICE (I) 275 #1 OIL NK A39.1 GOLF COURSE (I) 275 #1 OIL NK A39.2 GOLF COURSE 250 GASOLINE 1995 A39.3 GOLF COURSE 250 DIESEL 1995 A39.4 GOLF COURSE STORAGE 250 WASTE OIL 2001 A45.1 HAZ WASTE STORAGE 1000 WASTE OIL 1996 A45.2 HAZ WASTE STORAGE 1000 WASTE OIL 1996 A45.3 HAZ WASTE STORAGE 500 #1 OIL 1999 A45.4 HAZ WASTE STORAGE 250 WASTE OIL 2001 A50.0 TREATMENT PLANT 2000 #1 OIL 1995 A50.1 TREATMENT PLANT 138 DIESEL 1999 A50.2 TREATMENT PLANT (EA) 100 DIESEL 1998 A54.0 FASO 12000 #1 OIL 1996 A55.0 SECURITY 250 #1 OIL 2006 A57.0 AIRCRAFT BEACON LIGHT 100 DIESEL 2004 A58.0 TACAN 100 DIESEL 2004 A77.0 MAG AREA (V) 500 #1 OIL 1997





ASTs at NAS Brunswick

Building No.

Location Size (Gallons)

Contents Date of Installation

A78.0 GOLF COURSE 500 #1 OIL 1995 A81.0 HAZMAT STORAGE 2500 #1 OIL 1999 A86.1 GSE (I) 70 LUBE/HYD 1992 A86.10 GSE 250 WASTE OIL 1996 A86.11 GSE 4000 #1 OIL 1999 A86.12 GSE A/C DEICING FACILITY 90000 PROPYLENE

GLYCOL 2001

A86.2 GSE (I) 70 LUBE/HYD 1992 A86.3 GSE (I) 70 LUBE/HYD 1992 A86.4 GSE (I) 70 LUBE/HYD 1992 A86.5 GSE (I) 70 LUBE/HYD 1992 A86.6 GSE (I) 70 LUBE/HYD 1992 A86.7 GSE (I) 70 LUBE/HYD 1992 A86.8 GSE (I) 70 LUBE/HYD 1992 A86.9 GSE 100 DIESEL 1992 A000.1 DOSS REFUELLERS 250 #1 OIL 1996 A153.0 RECYCLING BUILDING 550 #1 OIL 2004 A153.1 RECYCLING BUILDING 550 #1 OIL 2004 A153.3 RECYCLING BUILDING 250 WASTE OIL 2004 A153.4 RECYCLING BUILDING 275 WASTE OIL 2004 A200.0 AIROPS 550 DIESEL 1992 A200.1 AIROPS 3000 #1 OIL 1999 A201.0 NEW GALLEY 250 COOKING GR NK A201.3 NEW GALLEY 2000 #1 OIL 1999 A201.4 NEW GALLEY 100 DIESEL 2006 A209.0 RIGGERS SHOP (GEN) 550 DIESEL 1992 A221.0 THRIFT SHOP (I) 275 #1 OIL 1999 A227.0 ANT SITE #1 550 DIESEL 1990 A229.1 GCA HARDSTAND 250 DIESEL 1996 A231.0 NEW CONTROL TOWER 100 HYD OIL 2005 A250.0 AIMD (PWR PLANTS) (I) 250 WASTE OIL 1993 A250.1 BLDG 250 VR-62 250 WASTE OIL 1996 A250.2 BLDG 250 VR-62 250 WASTE OIL 1996 A250.3 BLDG 250 20000 #1 OIL 1999 A250.4 BLDG 250 1000 DIESEL 2002 A250.5 ADMIN ENTRANCE 125 HYD OIL 2001 A292.1 FIRE DEPT (I) 200 DIESEL 1998 A292.2 FIRE DEPT 2000 #1 OIL 1999 A294.0 SUPPLY WAREHOUSE 6000 #1 OIL 1999 A295.0 H2O PUMP HOUSE(I) 275 DIESEL NK A295.1 H20 PUMP HOUSE(I) 275 DIESEL NK A295.2 H20 PUMP HOUSE(I) 275 DIESEL NK A295.3 H20 PUMP HOUSE(I) 275 DIESEL NK A295.4 H20 PUMP HOUSE(I) 25 DIESEL NK






No. Location Size


Installation A296.0 VORTAC (ANT) (GEN) 550 DIESEL 1992 A512.1 BOQ 10000 #1 OIL 1998 A516.1 NITEFLITE 6000 #1 OIL 1995 A517.0 BOQ 125 HYD OIL NK A518.0 ANT SITE #2 550 DIESEL 1990 A537.0 SEWAGE PUMP HSE 550 DIESEL 1990 A538.0 NEX - SERVICE STATION 550 #1 OIL 1991 A553.1 AIRFIELD SUPPORT BLDG 15000 POTASSIUM ACETATE 2006 A554.0 P-3 SUPPORT FACILITY 100 DIESEL 03 A583.0 BOWLING ALLEY 250 COOKING GR NK A583.1 BOWLING ALLEY 2500 #1 OIL 1999 A585.0 CHAPEL 1000 #1 OIL 1999 A590.0 TRANS GARAGE 250 WASTE OIL 1996 A590.1 PW TRANSPORTATION 60 LUBE OIL 2004 A590.2 PW TRANSPORTATION 60 ATF 2004 A590.3 PW TRANSPORTATION 60 WIND WASH 2004 A590.4 PW TRANSPORTATION 60 ANTI-FREEZE 2004 A590.5 PW TRANSPORTATION 60 SOAP 2004 A590.6 PW TRANSPORTATION 60 EMPTY 2004 A590.7 PW TRANSPORTATION 60 DIESEL 2004 A590.8 PW TRANSPORTATION 60 ANTI-FREEZE 2004 A594.0 ASWOC TOWER 4000 DIESEL 1996 A594.1 ASWOC TOWER 4000 #1 OIL 1999 A611.0 TEST CELL - T-56 Engine 1000 JP8 1967 A611.1 TEST CELL 185 WASTE OIL 1994 A611.3 TEST CELL - APU 100 JP8 UNK A635.1 RNMCB-27 (I) 70 LUBE/HYD NK

A635.14 RNMCB-27 250 WASTE OIL 1996 A635.2 RNMCB-27 (I) 70 LUBE/HYD NK A635.3 RNMCB-27 (I) 70 LUBE/HYD NK A635.4 RNMCB-27 (I) 70 LUBE/HYD NK A635.5 RNMCB-27 (I) 70 LUBE/HYD NK A635.6 RNMCB-27 (I) 70 GLYCOL NK A644.1 OP TRAINER (I) 150 HYD OIL UK A644.2 OP TRAINER 6000 #1 OIL 1996 A645.0 BRANCH CLINIC 550 DIESEL 1992 A645.1 BRANCH CLINIC 2000 #1 OIL 1999 A646.0 ASR-8 ANT SITE 550 DIESEL 1992 A647.0 PEST CONTROL BLDG (I) 275 #1 OIL 1999 A650.0 FUEL FARM 845000 JP8 1992 A651.0 FUEL FARM 845000 JP8 1992 A654.0 FUEL FARM (I) 250 DIESEL 1992 A658.0 FUEL FARM MAINT (I) 330 #1 OIL 1997





Above Ground Storage Tanks at NAS Brunswick

ASTs at Topsham Annex Building

No. Location Size


Installation A333.0 ARMY RECRUITERS 2000 #1 OIL 95 A335.0 COMMISSARY 6000 #1 OIL 94 A335.1 COMMISSARY 50 DIESEL NK A337.0 MARINES 2000 #1 OIL 95 A338.2 MARINES 500 #1 OIL 96 A339.0 MARINES 2000 #1 OIL 95 A338.3 MARINES 300 #1 OIL 00

Note: This table only presents the existing ASTs at NAS Brunswick and Topsham Annex. A

comprehensive list of all former and existing ASTs is available from base personnel. Source: Rickel 2006c.


No. Location Size


Installation A658.1 FUEL FARM MAINT (I) 330 #1 OIL 1997 A660.0 VEHICLE WASH RACK (I) 500 #1 OIL 1996 A750.0 COMBINED BACHELOR QTR 100 DIESEL 2004 AT1.0 AIRCRAFT ARRESTOR 10 GASOLINE NK AT1.1 AIRCRAFT ARRESTOR 300 ETHYLENE GLYCOL NK AT2.0 AIRCRAFT ARRESTOR 10 GASOLINE NK AT2.1 AIRCRAFT ARRESTOR 300 ETHYLENE GLYCOL NK


Table 4-4. Oil/Water Separators at NAS Brunswick


OWS Number Location Type Discharge

Point Volume

(gal.) Source Description

1 Building 590 Steel Tank Sanitary 550 Floor Drains 2 Building 553 Steel tank Sanitary 1000 Floor Drains 3 Hangar 6 - East Steel tank Sanitary 1000 Interior Floor Drains 4 Hangar 1, Orion St., Northside Concrete Manhole Sanitary 350 Interior Floor Drains 5 Hangar 1, Orion St., Southside Concrete Manhole Sanitary 315 Interior Floor Drains

6 Bldg. 250, Orion St. Fiberglass Chamber with Storage Tank Sanitary 5000 Interior Floor Drains

7 Hangar 5, Orion St. Concrete Chamber Sanitary 5600 Interior Floor Drains 8 Building 611, Test Cell Concrete Chamber Sanitary 1000 Interior Floor Drains 9 Bldg. 555, Sonobouy Locker Steel Box in Floor Sanitary 150 Floor Drains

10 Hangar 6 - West Steel Tank Sanitary 1000 Interior Floor Drains

11 Bldg. 660 Heavy Equipment Washrack Concrete Chamber Sanitary 550 Heavy Equipment Washrack

12 Bldg 211, Boiler Room Steel Box in Floor Sanitary 270 Floor Drains 13 Bldg 635, Seabee Compound Concrete Chamber Sanitary 150 Repair Bay Floor Drains

14 Bldg. 29, Hobby Shop Steel Box in Floor Sanitary 225 Repair Bay Floor Drains/Car Wash

15 Bldg 292, Fire Station Concrete Manhole Sanitary 400 Repair Bay Floor Drains 16 Bldg. 23, Car Wash Modified Floor Trench Sanitary 63 Commercial Car Wash 17 Bldg. 23, Car Wash Modified Floor Trench Sanitary 63 Commercial Car Wash 18 JFSI Steel Tank Storm 5000 Tank Containment 19 Bldg. 39 Steel Tank Storm 2000 Fuel/Maintence Area 20 Hangar 4 Concrete Tank Sanitary 7500 Floor Drains 21 Taxiway “G” Washrack Concrete Chamber Storm 12000 Aircraft Rinse Facility

22 Bldg. 86, GSE Concrete Manhole Sanitary 675 Floor Drains from Repair Bays

Source: Information provided by Paul Kempf, NAS Brunswick on December 22, 2005.


Table 4-5. Existing Transformer Inventory for NAS Brunswick


Serial No. Type Site Status Class Volume Location 81A473646 TR BG I NONPCB 60 POLE/B-790 ANTIETAM 81A470826 TR BG I NONPCB 60 POLE/B-792 ANTIETAM 81A471721 TR BG I NONPCB 41 POLE/B-794 ANTIETAM 81A470824 TR BG I NONPCB 60 POLE/B-797 MIDWAY CIR 81A471722 TR BG I NONPCB 41 POLE/B-798 ANTIETAM 81A470825 TR BG I NONPCB 60 POLE/B-800 ANTIETAM 956000417 TR BG I NONPCB 503 PAD/MIDWAY CIRCLE NEAR TO B-797

90NA072-090 TR BH I NONPCB 25 POLE/CAPTAIN`S QTRS 90NA072-010 TR BH I NONPCB 25 POLE/QTRS B (FITCH) 90NA072-076 TR BH I NONPCB 25 POLE/QTRS B (FITCH) 90NA072-020 TR BH I NONPCB 25 POLE/QTRS B (FITCH)

6066279 TR BH I NONPCB 20 POLE/QTRS C (BURNED DOWN) 941132393 TR BH I NONPCB 15 POLE/QTRS D OUTSIDE GATE 921115699 TR BH I NONPCB 33 POLE/QTRS EC (BY HOUSING GATE)

90NA075-003 TR BH I NONPCB 45 POLE/QTRS F (FITCH) 90NA072-055 TR BH I NONPCB 25 POLE/QTRS I (FITCH)

951010567 TR BH I NONPCB 79 PAD/E.NEPTUNE DR/P-3 DR INTERSECT 951009700 TR BH I NONPCB 93 PAD/15 P3 LANE 951009699 TR BH I NONPCB 93 PAD/7 P3 LANE 951009701 TR BH I NONPCB 93 PAD/8 P3 LANE 906004027 TR NB I NONPCB 405 PAD/HGR 1 93295126 SW NB I NONPCB 323 PAD/CORNER FITCH & ORION 906004028 TR NB S NONPCB 405 PAD/SPARE/B19 866004901 TR NB I NONPCB 500 PAD/HGR-3 861060533 SW NB I NONPCB 336 PAD/HANGAR 3 856002083 TR NB I NONPCB 280 PAD/B-4,12,34,585 PARKING LOT 896003752 TR NB I NONPCB 497 PAD/HGR 5 896003283 TR NB I NONPCB 540 PAD/HGR 5 FOR SO.4160 LINE 906004078 TR NB S NONPCB 317 PAD/SPARE/B19 886006357 TR NB I NONPCB 317 PAD/B-9 OLD HOUSING OFFICE/VPU-1




Serial No. Type Site Status Class Volume Location 866011663 TR NB I NONPCB 250 PAD/B-11 NEX 911057383 TR NB I NONPCB 13 POLE/CORNER BURBANK & RD STREETS 906004296 TR NB I NONPCB 540 PAD/B-512 BOQ 906004077 TR NB S NONPCB 317 PAD/SPARE/B19/B-13 (BLDG TO BE DEMO'D)

N416775YAUA TR NB S NONPCB 11 POLE/SPARE/B19 876000114 TR NB I NONPCB 310 PAD/20 P.O. + HRO

RT90101860 TR NB I NONPCB 29 POLE/BLDG. 23 CARWASH 906004080 TR NB I NONPCB 497 PAD/B-24 PSD 911034493 TR NB I NONPCB 21 POLE/BURBANK-FRONT OF B-24 (PSD) 886006461 TR NB I NONPCB 317 PAD/B-25 GYM 906007355 TR NB I NONPCB 318 PAD/B-26 NEW CHILD CARE 886006358 TR NB I NONPCB 317 PAD/B-27 FSC 911057388 TR NB I NONPCB 13 POLE/B-28 4TH & AVE A 911057386 TR NB I NONPCB 13 POLE/B-28 4TH & AVE A 911057380 TR NB I NONPCB 13 POLE/B-28 4TH & AVE A 876006112 TR NB S NONPCB 222 PAD/SPARE/B19 906003907 TR NB I NONPCB 317 PAD/B-32 FUEL FARM 81JJ540178 TR NB I NONPCB 51 PAD/B-37-DIS (MAIN GATE) 886003676 TR NB S NONPCB 140 PAD/SPARE/B19 901018286 TR NB I NONPCB 21 POLE/B-40 & B-31 AVE B & 5TH 906003910 TR NB I NONPCB 317 PAD/B-41 SECURITY 906004117 TR NB I NONPCB 394 PAD/B-42 PUMP HOUSE

8-80A SW NB I NONPCB 2 SOUTH REGULATOR VAULT 8-80B SW NB I NONPCB 2 SOUTH REGULATOR VAULT 8-80C SW NB I NONPCB 2 SOUTH REGULATOR VAULT

S425510 SW NB I NONPCB 1.5 WALL/INSIDE BLDG. 49 78A441611 TR NB I NONPCB 60 PAD/B-49 RUNWAY EMERG FEED 78A441610 TR NB I NONPCB 60 PAD/RUNWAY EMERG FEED 78A382893 TR NB I NONPCB 60 PAD/RUNWAY EMERG FEED 956000206 TR NB I NONPCB 370 PAD/BLDG. 50 GW TRT. PLANT




Serial No. Type Site Status Class Volume Location

UNKNOWN TR NB I NONPCB UNKNOWNPOLE/OLD GURNED RD. ACROSS FROM BLDG. 19

81A382191 TR NB I NONPCB 17 POLE/J.F.S.I. - SCALES 921115698 TR NB I NONPCB 33 POLE/B-81 (HAZMAT) 921115697 TR NB I NONPCB 33 POLE/B-81 (HAZMAT) 921115696 TR NB I NONPCB 33 POLE/B-81 (HAZMAT) 916005295 TR NB I NONPCB 405 PAD/B-86 NEW GSE BLDG 866004108 TR NB I NONPCB 450 PAD/B-87 ASWOC 911088267 TR NB I NONPCB 9 POLE/B-109 DOG KENNEL

P689114YWD TR NB I NONPCB 11 POLE/B-128 (BUNKER) MAG AREA 916005517 TR NB I NONPCB 292 PAD/B-150 NAV AIR RES CTR.

Q022891-YZF TR NB I NONPCB 43 POLE/B-153 SALT STORAGE SHED (NEW) 92A031270 TR NB I NONPCB 43 POLE/B-153 NEW SALT SHED BLDG 63AH1181 TR NB I NONPCB UNKNOWN PAD/BLDG. 153 906005744 TR NB I NONPCB 394 PAD/B-200 AIROPS 1603401593 TR NB I NONPCB 285 PAD/B-201 NEW GALLEY 82348825-8 RE NB I NONPCB 50 FLOOR-INSIDE B-209 NAGE A39415-5 RE NB I NONPCB 60 FLOOR-INSIDE B-209 NAGE

82348825-16 RE NB I NONPCB 96 FLOOR-INSIDE B-209 NAGE 840734 SW NB I NONPCB UNKNOWN PAD/BLDG. 209

846000364 TR NB I NONPCB 180 PAD/B-209 FEEDS B-6 & 48 04080 TR NB I NONPCB 300 PAD/B-209 NAGE

78A391376 TR NB I NONPCB 25 WALL MOUNTED/INSIDE B-209 NAGE 886006571 TR NB I NONPCB 255 PAD/B-211 MWR TRACK 886006416 TR NB I NONPCB 310 PAD/B-212 T0 215 BARRACKS 896003641 TR NB I NONPCB 292 PAD/B-216 TO 220 BARRACKS 906004119 TR NB S NONPCB 310 PAD/SPARE/B19 916002763 TR NB I NONPCB 397 PAD/B-225,252 GARAGE UNKNOWN TR NB I NONPCB UNKNOWN POLE/BLDG. 225 PARKING LOT ENTRANCE 91A184114 TR NB I NONPCB 17 PAD/B-227 GEN BLDG-TRANS SITE 91A172318 TR NB I NONPCB 17 PAD/B-227 GEN BLDG-TRANS SITE




Serial No. Type Site Status Class Volume Location 91A184115 TR NB I NONPCB 17 PAD B-227 GEN BLDG-TRANS SITE

860314 SW NB I NONPCB 323 PAD/BLDG. 228 2Q9314375 SW NB I NONPCB 280 PAD/B-229 GCA(RUNWAY-3-WAY OIL SWT) 2Q9314372 SW NB I NONPCB 161 PAD/B-230 (OLD TACAN)4-WAY OIL SWT)

90NA072-057 TR NB I NONPCB 25 PAD/B-230 OLD TACAN BLDG 90NA072-022 TR NB I NONPCB 25 PAD/B-230 OLD TACAN BLDG 90NA072-034 TR NB I NONPCB 25 PAD/B-230 OLD TACAN BLDG

906009620 TR NB S NONPCB 497 PAD/SPARE/B19 90NA072-125 TR NB I NONPCB 25 POLE/B-245 (MAG AREA) UNKNOWN TR NB I NONPCB UNKNOWN POLE/OLD GURNET & MERRICONEAG 911057385 TR NB I NONPCB 13 POLE/B-250 ORION ST-AIMD PARK LOT

97094-01 TR NB I NONPCB 385 PAD/HGR-250, STREET SIDE, SE CORNER (R-TEMP)

90A341748 TR NB I NONPCB 11 POLE/LIFT STATION - RMCB-27 90A341749 TR NB I NONPCB 11 POLE/LIFT STATION - RMCB-27 90A341747 TR NB I NONPCB 11 POLE/LIFT STATION - RMCB-27 89A031754 TR NB I NONPCB 11 POLE/B286 (BUNKER) MAG AREA 906005657 TR NB I NONPCB 150 PAD/B-292 FIREHOUSE 896003344 TR NB I NONPCB 292 PAD/B-294 SUPPLY UNKNOWN TR NB I NONPCB UNKNOWN POLE/SEAGATE & 3RD 866011664 TR NB I NONPCB 255 PAD/B-295 PUMP STATION HGR 5 2Q9314281 SW NB I NONPCB 160 PAD/B-296 TACAN (3-WAY OIL SWT) CM2575533 TR NB I NONPCB DRY PAD/B-296 VOR-TACAN 71AD3955 TR NB I NONPCB 20 PAD/GOLF CRS PUMP HOUSE 71AD3953 TR NB I NONPCB 20 PAD/GOLF CRS PUMP HOUSE 71AD2057 TR NB I NONPCB 20 PAD/GOLF CRS PUMP HOUSE 941132392 TR BH I NONPCB 15 POLE/B-349 NEPTUNE DRIVE 82A092074 TR NB I NONPCB 17 PAD/B-413-RED LABEL LOAD AREA 911057381 TR NB I NONPCB 13 POLE/BURBANK & 5TH ST (TENNIS CTS)

Q533529-TRW TR NB I NONPCB 450 PAD/B-512 BOQ (BEHIND LAUNDRY) ??? 891054496 TR NB I NONPCB 20 POLE/B-516 NITEFLIGHT




Serial No. Type Site Status Class Volume Location 960605-A1 TR NB I NONPCB 305 PAD/BLDG. 516 NITE FLIGHT (R-TEMP) 2Q9314376 SW NB I NONPCB 280 PAD/B-517 RECV SITE (3-WAY OIL SWT) 876000111 TR NB I NONPCB 274 PAD/B-538 NEX GAS STATION 89A030687 TR NB I NONPCB 11 POLE/B-548 (BUNKER) MAG AREA UNKNOWN TR NB I NONPCB UNKNOWN POLE/BLDG. 555 876000113 TR NB I NONPCB 270 PAD/B-583 BOWLING ALLEY

90NA072-041 TR NB S NONPCB 25 POLE/SPARE/B19 90NA072-114 TR NB S NONPCB 25 POLE/SPARE/B19 90NA072-063 TR NB S NONPCB 25 POLE/SPARE/B19

911057382 TR NB I NONPCB 13 POLE/FITCH AVE-FRONT OF CHAPEL 90NA074-016 TR NB I NONPCB 41 POLE/B-611 (TEST CELL) 90NA074-036 TR NB I NONPCB 41 POLE/B-611 (TEST CELL) 90NA074-041 TR NB I NONPCB 41 POLE/B-611 (TEST CELL)

2454-17 TR NB I NONPCB 17 POLE/B-629, 630, 635 - RMCB-27 2454-19 TR NB I NONPCB 17 POLE/B-629, 630, 635 - RMCB-27 2454-4 TR NB I NONPCB 17 POLE/B-629, 630, 635 - RMCB-27

941132845 TR NB I NONPCB 43 POLE/B-633 RMCB-27 941132918 TR NB I NONPCB 30 POLE/B-636 RMCB-27 860926-A1 TR NB I NONPCB 270 PAD/B-639,54 FASO & DIFAR BLDG 886006512 TR NB I NONPCB 497 PAD/B-644 P-3 TRAINER 886006462 TR NB I NONPCB 397 PAD/B-645 CLINIC 836001563 TR NB I NONPCB 153 PAD/B-646 ASR-8 (INSIDE FENCE) 936001025 TR NB I NONPCB 310 PAD/B-646 ASR-8 (OUTSIDE FENCE) 901018285 TR NB I NONPCB 21 POLE/PEST CONTROL BLDG 901018284 TR NB I NONPCB 21 POLE/PEST CONTROL BLDG 901018283 TR NB I NONPCB 21 POLE/PEST CONTROL BLDG 926000481 TR NB I NONPCB 394 PAD/J.F.S.I. PUMP HOUSE 91A203707 TR NB I NONPCB 17 POLE/B-656 JFSI 941132391 TR NB I NONPCB 15 POLE/B-658 JFSI - MAINTENANCE FACILITY UNKNOWN TR NB I NONPCB UNKNOWN POLE/BLDG. 660 -WASHRACK




Serial No. Type Site Status Class Volume Location UNKNOWN TR NB I NONPCB UNKNOWN POLE/BLDG. 660 -WASHRACK UNKNOWN TR NB I NONPCB UNKNOWN POLE/BLDG. 660 -WASHRACK

0504262-TYK TR NB I NONPCB 300 PAD/AIR SPARGING SYSTEM AT OLD FUEL FARM

896003749 TR NB S NONPCB 292 PAD/SPARE/B19/BALLFIELD & TENNIS COURTS UNKNOWN TR NB I NONPCB UNKNOWN POLE/RD BTN JFST & HGR 3

59E2331 TR NB I NONPCB 8 POLE/CEILINGOMETER-S.END OF RAILHEAD 881175900 TR NB I NONPCB 34 PAD/BASI LITES-RUNWAY-NO.END 65AD4535 TR NB I NONPCB 11 POLE/PICNIC GROUNDS 89A031753 TR NB I NONPCB 11 POLE/RAILHEAD-MAG AREA

2718 RE NB I NONPCB RECLOSER - NEW SUBSTATION 2719 RE NB I NONPCB RECLOSER - NEW SUBSTATION 2720 RE NB I NONPCB RECLOSER - NEW SUBSTATION 4506 RE NB I NONPCB RECLOSER - NEW SUBSTATION

2Q9112078 SW NB I NONPCB 208 PAD/OIL SWITCH - NEW SUBSTATION 2Q9112103 SW NB I NONPCB 208 PAD/OIL SWITCH - NEW SUBSTATION

86V7027 TR NB I NONPCB 80 PAD/NEW SUBSTATION 896003456 TR NB S NONPCB 292 PAD/SPARE/B19 896003343 TR NB I NONPCB 292 PAD/B53/Moved from B516 906003966 TR NB S NONPCB 317 PAD/SPARE BLDG. 19 961001245 TR NB S NONPCB 81 PAD/SPARE/B19 961001628 TR NB S NONPCB 56 PAD/SPARE B19 111694-10 TR NB S NONPCB UNKNOWN POLE/SPARE/B19

90DB347080443 TR NB S NONPCB 156 PAD/SPARE/B19 RT901018648 TR NB S NONPCB 29 POLE/SPARE B19/FUEL FARM RT901018649 TR NB S NONPCB 29 POLE/SPARE B19/FUEL FARM

86V7026 TR NB S NONPCB 540 PAD/SPARE B-19 (FROM BOQ B512 -BAD AWR) 906003909 TR NB S NONPCB 317 PAD/SPARE/B19

90NA072-024 TR NB S NONPCB 25 POLE/SPARE/B19 91A200805 TR NB S NONPCB 9.4 POLE/SPARE/B19/B245 MAG AREA 91A202534 TR NB S NONPCB 9.2 POLE/SPARE/B19




Serial No. Type Site Status Class Volume Location 931061601 TR TP I NONPCB 39 POLE/B-200-206,201-207,208-214 (CONGRESS) 931061597 TR TP I NONPCB 39 POLE/B-220,222,224,226,228 (CONGRESS) 931061598 TR TP I NONPCB 39 POLE/B-232,230,234,236,231-225 (CONGRESS) 931061596 TR TP I NONPCB 39 POLE/B-246-252,238-244,241-247,233-239 (CGS) 931061599 TR TP I NONPCB 39 POLE/B-278-284,270-276,262-268,254-260 931061600 TR TP I NONPCB 39 POLE/B-294-300,286-292,263-257,249-255

90DA3470602P3 TR TP I NONPCB 47 POLE/OLD DIS BLDG 90DB3470801U3 TR TP I NONPCB 156 PAD/B-333 VET/ARMY RECRUITERS N421893YBUA TR TP I NONPCB 11 POLE/B-335 STREET LIGHTS

860076A-1 TR TP I NONPCB 300 PAD/B-335 COMMISSARY (R-TEMP) 90DB3470803J3 TR TP I NONPCB 156 PAD/B-336 MARINES 90DA3470601P3 TR TP I NONPCB 47 POLE/B-338 90DB3470901U3 TR TP I NONPCB 151 PAD/B-339 MARINES 90DA3470701P3 TR TP I NONPCB 46 POLE/B-363 FIRE STATION 90DB3471001U3 TR TP I NONPCB 153 PAD/B-364 MINI MART/NEX

D40242559P TR TP I NONPCB 14 POLE/B-376 BARRACKS D40242359P TR TP I NONPCB 14 POLE/B-376 BARRACKS C71942456P TR TP I NONPCB 14 POLE/B-376 BARRACKS 931075366 TR TP I NONPCB 16 POLE/B-378 PWD MAINTENANCE

90DB3470802U3 TR TP I NONPCB 156 PAD/B-381 CPWL 939000956 TR TP I NONPCB 118 PAD/B-388 NEW PUMP BLDG @ TOWER 931062411 TR TP I NONPCB 65 PAD/B-414-408,406-400 (LIBERTY) 931062417 TR TP I NONPCB 65 PAD/B-407,401,479-473 (LIBERTY) 931062416 TR TP I NONPCB 65 PAD/B-423-417,415-409 (LIBERTY)




Serial No. Type Site Status Class Volume Location 931062419 TR TP I NONPCB 65 PAD/B-430-424,422-416 (LIBERTY) 941129537 TR TP I NONPCB 65 PAD/B-446-440,438-432 (LIBERTY) 931062410 TR TP I NONPCB 65 PAD/B-439-433,431-425 (LIBERTY) 931062412 TR TP I NONPCB 65 PAD/B-455-449,447-441 (LIBERTY) 931062420 TR TP I NONPCB 65 PAD/B-456-462,454-448 (LIBERTY) 931062418 TR TP I NONPCB 65 PAD/B-471-465,463-457 (LIBERTY) 931062421 TR TP I NONPCB 65 PAD/B-478-472,470-464 (LIBERTY) 931062414 TR TP I NONPCB 65 PAD/B-494-488,486-480 (LIBERTY) 931062413 TR TP I NONPCB 65 PAD/B-510-504,502-496 (LIBERTY) 931062422 TR TP I NONPCB 65 PAD/B-512,518,526-520 (LIBERTY) 96296-2889 TR TP I NONPCB 8 STREET LIGHTS TOPSHAM 951012314 TR TR I NONPCB 79 PAD/NEPTUNE DR/BEHIND TRAILERS 951012313 TR TR I NONPCB 79 PAD/NEPTUNE DR/BEHIND TRAILERS 951012315 TR TR I NONPCB 79 PAD/NEPTUNE DR/BEHIND TRAILERS 951012312 TR TR I NONPCB 79 PAD/NEPTUNE DRIVE/BEHIND TRAILERS 951012311 TR TR I NONPCB 79 PAD/NEPTUNE DR/BEHIND TRAILERS 956000418 TR TR I NONPCB 501 PAD/NEPTUNE/BOARD RD. INTERSECT

6518373 TR NB I NONPCB 14 POLE/B-78 GUARD SHK-BACK GATE - CMP OWNED

UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 802 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 804 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 806 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 846 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 850 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDGS. 852 & 853 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 857 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 861 & 863 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 838 & 866 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 832 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 826 - CMP OWNED




Serial No. Type Site Status Class Volume Location UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 902 & 903 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 895 & 896 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 892 & 893 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 824 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 869 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 869 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 869 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 815 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 818 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 875 & 876 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 883 & 884 - CMP OWNED UNKNOWN TR BG I UNKNOWN UNKNOWN POLE/BLDG. 842 - CMP OWNED D653137-58 TR NB S NONPCB 10 POLE/SPARE B19/B-373 (TOP OF HILL) D653139-58 TR NB S NONPCB 10 POLE/SPARE B19/B-373 (TOP OF HILL) D653138-58 TR NB S NONPCB 10 POLE/SPARE B19/B-373 (TOP OF HILL) 9938006287 TR NB S NONPCB 77 PAD/SPARE/B19 916002735 TR NB I NONPCB 324 PAD/B-293/MOVED FROM B-22 (WILL BE SPARE) 896003385 TR NB I NONPCB 292 PAD/B-31 NAVY LODGE/MOVED FROM B-293 896003343 TR NB I NONPCB 292 PAD/B-53/MOVED FROM B-516 2530704492 TR NB I NONPCB 197 PAD/B-584/MOVED FROM B-19 SPARE 87600112 TR NB I NONPCB 270 PAD/B-19/SPARE FROM B-512/B-19

4436914300 TR NB S NONPCB 15 POLE/SPARE/B19 010465-VA1 TR NB I NONPCB 277 PAD/NAV RES CTR. 0126001613 TR NB I NONPCB 473 PAD/GLYCOL WASTE PUMP HOUSE 0126000377 TR NB I NONPCB 357 PAD/MWR REC MALL

4109 RE NB I NONPCB 85 SPARE IN 209 4105 RE NB I NONPCB 85 REPLACED UNIT IN 209 4106 RE NB I NONPCB 85 REPLACED UNIT IN 209 4107 RE NB I NONPCB 85 REPLACED UNIT IN 209 4108 RE NB I NONPCB 85 REPLACED UNIT IN 209




Serial No. Type Site Status Class Volume Location 4110 RE NB I NONPCB 85 REPLACED UNIT IN 209

0237012948 TR NB I R-TEMP PAD/BLDG209 CP02266001111 TR NB I NONPCB 501 PAD/BLDG 223

27520 TR NB S DRY DRY PAD/SPARE/B19 Source: Mosher 2006b. Notes: Location - BG = Brunswick Gardens

BH = Base Housing - individual houses located within controlled area NB = locations on the main base office and hangars etc. TP = Topsham TR = Trailer park located between main base and Brunswick gardens based on information in other columns.

Type - TR = transformer

SW = Switch RE = Recloser

Status - I = Installed S = Spare


Table 4-6. Polychlorinated Biphenyls Disposal History


Date Date of

ID Number Qty Container TestPPM TKVA KG Gallons Location Removed Storage B976154 B 213 1 T 880000 225 933 170 NC 881201 881201 B976149 B 211 1 T 190000 500 1646 300 NC 881201 881201 2643-4-4 B201 1 T 180 38 192 35 NN 890331 890331 2643-5-4 B38 1 T 150 50 187 34 NN 890331 890331 2643-5-9 B38 1 T 140 50 187 34 NN 890331 890331

2643-4-3 B201 1 T 170 38 192 35 NN 890331 890331 2643-4-5 1 T 170 38 192 35 NN 890331 890331

2643-5-3 B38 1 T 120 50 187 34 NN 890331 890331 B976155 B 218 1 T 810000 225 928.9 170 NN 891001 891001

NOC675182-56P UNK 1 T 180 50 247 45 NN 891201 891201 NOC675181-56P UNK 1 T 190 50 247 45 NN 891201 891201 NOC671561-56P UNK 1 T 180 50 247 45 NN 891201 891201

12661 B645 1 T 610000 5 43.7 8 NN 891231 891231 12662 B645 1 T 500 5 43.7 8 NN 891231 891231 12663 B645 1 T 800000 5 43.7 8 NN 891231 891231

62M9944 POLE 11.1 1 T 100 10 60.3 11 NN 900501 900501 62M9943 POLE 11.1 1 T 99 10 60.3 11 NN 900501 900501 62M9942 POLE 11.1 1 T 110 10 60.3 11 NN 900501 900501

3179163 B92 1 T 62 25 137 24 NC 900601 900601 2643-6-1 B42 1 T 110 75 289 51 NC 900601 900601 3179165 B92 1 T 51 25 137 24 NC 900601 900601

2643-2-7 HGR 1 1 T 90 25 110 20 NC 900601 900601 3179162 B92 1 T 52 25 137 24 NC 900601 900601

2643-2-22 HGR 1 1 T 84 25 110 20 NC 900601 900601 2643-2-34 HGR 1 1 T 92 25 110 20 NC 900601 900601 2643-2-2 HGR 1 1 T 91 25 110 20 NC 900601 900601

2643-6-2 B42 1 T 120 75 289 51 NC 900601 900601 2643-6-3 B42 1 T 140 75 280 51 NC 900601 900601 3643-4-8 B16 1 T 130 37 192 35 NN 900601 900601 C579159 B41 1 T 200 50 192 35 NN 900601 900601

2643-6-3 1 T 50 75 280 51 NN 900601 900601 2643-2-32 HGR 1 1 T 110 25 110 20 NC 900601 900601

C579146 B41 1 T 220 50 192 35 NN 900601 900601


Table 4-6. Polychlorinated Biphenyls Disposal Inventory


Date Date of ID Number Qty Container TestPPM TKVA KG Gallons Location Removed Storage

C579147 B41 1 T 220 50 192 35 NN 900601 900601 2643-4-2 B16 1 T 120 37 192 35 NN 900601 900601 2643-5-8 B13 1 T 79 50 187 34 NA 900601 900601 2643-5-1 B13 1 T 79 50 187 34 NA 900601 900601 2643-5-7 B13 1 T 77 50 187 34 NA 900601 900601

2643-2-33 HGR 1 1 T 100 25 110 20 NC 900601 900601 2643-4-6 B16 1 T 130 37 192 35 NN 900601 900601

C249033 B208 1 T 94 50 247 45 NC 900701 900701 C674106-56P B294 1 T 180 15 82 15 NA 900701 900701 C674103-56P B294 1 T 170 15 82 15 NA 900701 900701 C580151-56P B294 1 T 160 15 82 15 NA 900701 900701

C323043 B208 1 T 95 50 247 45 NC 900701 900701 C249020 B208 1 T 90 50 247 45 NC 900701 900701 C523432 B292 1 T 100 10 55 10 NC 900901 900901 C520337 B292 1 T 160 10 55 10 NC 900901 900901 C525897 B292 1 T 83 10 55 10 NC 900901 900901 2643-2-1 B293 1 T 85 25 110 20 NN 901001 901001

2643-2-30 B293 1 T 70 25 110 20 NN 901001 901001 C719623-56P POLE 2.1 1 T 330 25 137 25 NN 901001 901001 C719624-56P POLE 2.1 1 T 660 25 137 25 NN 901001 901001

2643-2-5 B293 1 T 120 25 110 20 NN 901001 901001 C719620-56P POLE 13.1 1 T 470 25 137 25 NC 901001 901001 C719619-56P POLE 2.1 1 T 370 25 137 25 NN 901001 901001 C719621-56P POLE 13.1 1 T 450 25 137 25 NC 901001 901001 C719622-56P POLE 13.1 1 T 380 25 137 25 NC 901001 901001

2643-2-14 B293 1 T 130 25 110 20 NN 901001 901001 2643-2-27 B252 1 T 66 25 110 20 NN 901127 901127 2643-2-8 B252 1 T 73 25 110 20 NN 901127 901127

2643-2-21 B252 1 T 60 25 110 20 NN 901127 901127 2643-3-5 RMCB-27 1 T 11000 15 77 14 NN 910617 910617

2643-3-3-? RMCB-27 1 T 1300 15 77 14 NN 910617 910617 6066288 POLE 3A 1 T 71000 10 60 11 NN 910617 910617

539650 B227 1 T 540 25 55 10 NC 910617 910617 539646 B245 1 T 510 10 55 10 NC 910617 910617





2643-3-4 RMCB-27 1 T 100 15 77 14 NN 910617 910617 539649 B227 1 T 530 25 55 10 NC 910617 910617

NASB 244 S/N? B227 1 T 540 25 137 25 NC 910617 910617 6962929 B631 1 T 580 25 55 10 NN 910617 910617

2643-4 B20 1 T 310 5 60 11 NN 911126 911126 D236666 B25 1 T 62 25 137.4 25 NN 911126 911126

OIL SWITCH #1 C86522-7 1 O 51 0 11 2 NC 911204 911204 OIL SWITCH #2 C86522-7 1 0 68 0 11 2 NC 911204 911204

BALLASTS 25 O 501 0 0 0 IC 911204 911204 59C8860 B10 1 T 86 100 280 51 NN 911204 911204 59C8861 B10 1 T 80 100 280 51 NN 911204 911204

59C12235 B10 1 T 86 100 280 51 NN 911204 911204 BALLASTS 122 O 501 0 0 0 IC 920624 920624

7143516(DOG KENNEL-B-415) 1 T 640 15 68.6 12.5 NN 930310 930310 2643-2-3 B81 1 T 66 50 247 45 NA 930528 930528 BALLASTS 0 501 0 0 0 NC 930528 930528

2643-2-23 B81 1 T 73 50 247 45 NA 930528 930528 2643-2-4 B81 1 T 66 50 247 45 NA 930528 930528

2643-1-7 B584 1 T 92 10 60 11 NN 930617 930617 2643-1-11 B584 1 T 84 15 60 11 NN 930617 930617

CAPACITOR S19247 1 0 501 278 0 NC 930625 930628 2643-7 B-A&B 1 T 230 5 77 14 NN 930818 930818 2643-3 B-A&B 1 T 220 5 77 14 NN 930818 930818 2643-10 B-A&B 1 T 250 5 77 14 NN 930818 930818 B539647 B245 1 T 390 10 60 11 NC 930927 930927 B539648 B245 1 T 420 10 60 11 NC 930927 930927 2643-2-15 B230 1 T 160 25 137 25 NN 931123 931123 2643-2-17 B230 1 T 61 25 137 25 NN 931123 931123 2643-1-5 B517 1 T 120 10 60 11 NC 940824 940824 2643-1-2 B517 1 T 50 10 60 11 NC 940824 940824

2643-5-6 LOTS 8-15 1 T 140 50 247 45 NN 950907 950907 C666213 LOTS 16-20 1 T 350 50 247 45 NN 950907 950907

6879930 B658 SEEBEES 1 T 220 15 60 11 NN 950915 950915 E999218-63P POLE 17 S/BEE 1 T 130 38 225 41 NA 950915 950915





6954550 B633 1 T 280 50 247 45 NA 950915 950915 6879935 CONSTR TRAILER 1 T 120 10 60 11 NA 950915 950915 D402424-59P POLE 11 B376 1 T 63 15 60 11 NA 950915 950915

C529173 B QTR D 1 T 72 10 60 11 NN 950915 950915 C677880-56P POLE 1/2 B384 1 T 390 100 280 51 NC 950915 950927 C719429-56P POLE 9 B377 1 T 57 15 60 11 NN 950915 950915

C677881-56P POLE 1/2 B384 1 T 390 100 280 51 NC 950915 950915 C677882-56P POLE 1/2 B384 1 T 340 100 280 51 NC 950915 950915 C719419-56P POLE 12.2B382 1 T 75 15 60 11 NN 950915 950915 C719428-56P POLE 12.2B382 1 T 66 15 60 11 NN 950915 950915 C719426-56P POLE 9 B377 1 T 54 15 60 11 NN 950915 950915

C719427-56P POLE 12.2B382 1 T 67 15 60 11 NN 950915 950915 C529171 B349 BR.GARDENS 1 T 60 10 60 11 NA 950915 950915

C686460-56P POLE 4.2 1 T 59 38 225 41 NN DISPOS ED OF BALLASTS 17 O >500 10723 BALLASTS 18 O <5000 67.2 970218 970219

BALLASTS (DRUM) 1 O 93 204 BALLASTS (DR) TP MARINE 1 O 227

BALLASTS (DRUM) 2 O 636 BALLASTS (DRUM) 15 O 4091 BALLASTS (DRUM) 1 O 4999 15 50 980410

DUMP TRAILER 1 O 17055 971219 BULK TRAILER 1 O >49 25455 980924

DRUM 1 O <499 5 BULK TRAILER 1 O >49 11773 980406

Source: Mosher 2006b. Notes: T = Transformer

O = Other


Table 4-7. Former Transformer Inventory for NAS Brunswick


Serial No. Type Site Class Volume Location 916002735 TR NB NONPCB 324 PAD/B-22/PARKING LOT/DEMO IN 98/MOVE TO B293

850323 SW NB NONPCB 360 PAD/CORNER ORION & NEPTUNE/REPL W/ SW BOX C-45209-1-1 TR NB NONPCB 460 PAD/B-36 (DEMO IN 98); DISPOSED OF

522 RE NB NONPCB 85 SOUTH REGULATOR VAULT 534 RE NB NONPCB 85 SOUTH REGULATOR VAULT

PM01244 RE NB NONPCB 60 FLOOR-INSIDE B-209 NAGE 9980656 RE NB NONPCB 80 FLOOR-INSIDE B-209 NAGE (REM 3/10/99) A39415-6 RE NB NONPCB 60 SPARE/B19 9F2F3CA0 SW NB NONPCB 2 WALL MOUNTED OIL SWITCH - B-209 9F2F3CB0 SW NB NONPCB 2 WALL MOUNTED OIL SWITCH - B-209 9F2F3C0 SW NB NONPCB 2 WALL MOUNTED OIL SWITCH - B-209

846000298 TR NB NONPCB 209 PAD/B-209 AIR FLD GEN A11274 TR NB NONPCB 46 PAD/FLOOR-INSIDE B-209 NAGE

896003385 TR NB NONPCB 292 PAD/B-293/MOVED TO B-31 NAVY LODGE PMR536595 TR NB NONPCB 115 PAD/NEW, INSIDE BLDG. 209 896003751 TR NB NONPCB 497 PAD/OLD; HANGAR 4 B957766 TR NB NONPCB 2085 PAD/OLD SUBSTATION

931062415 TR NB NONPCB 65 PAD/SPARE BLDG. 19 961031040 TR NB NONPCB 65 PAD/SPARE B19 97A020233 TR NB NONPCB 9.7 POLE/SPARE B19 2530704492 TR NB NONPCB 197 PAD/SPARE B-19/MOVED TO B-584 89C36482 TR NB NONPCB 240 PAD/SPARE B-19 92E47682 TR NB NONPCB 239 PAD/SPARE B-19 92E47683 TR NB NONPCB 142 PAD/SPARE B-294 906003908 TR NB NONPCB 317 PAD/SPARE B-294 (FROM B516/FF)

90DB3470804U3 TR TP NONPCB 156 PAD/B-375 OLD CHAPEL 941133351 TR TP NONPCB 14 POLE/B-377 TOPSHAM SEWER LIFT STAT 941133352 TR TP NONPCB 14 POLE/B-377 TOPSHAM SEWER LIFT STAT 941133355 TR TP NONPCB 14 POLE/B-377 TOPSHAM SEWER LIFT STAT 941133353 TR TP NONPCB 14 POLE/B-382




Serial No. Type Site Class Volume Location D40242059P TR TP NONPCB 20 POLE/B-383 CPWL D40242259P TR TP NONPCB 20 POLE/B-383 CPWL D40242159P TR TP NONPCB 20 POLE/B-383 CPWL

2643-5-6 TR BG PCBCONTAM 45 POLE/LOTS 8-15 NEPTUNE DRIVE C666213 TR BG PCBCONTAM 45 POLE/LOTS 16-20 NEPTUNE DRIVE D114424 TR BG NONPCB 45 POLE/LOTS 1-7 - TRAILER PARK

59AM4437 TR BH NONPCB 21 POLE/QTRS 904 & 905 (ADMIRAL'S) 14H324 TR BH NONPCB 45 POLE/BLDGS E,F,G,H- FITCH AVE.

90766A2281 TR NB NONPCB 370 PAD/B-50 TREATMENT PLANT RT901018650 TR NB NONPCB 29 PAD/REM FR FUEL FARM

A67075 RE NB NONPCB 60 FLOOR-INSIDE B-209 NAGE 911057387 TR NB NONPCB 13 POLE/ORION ST

12659 TR NB NONPCB 14 POLE/B-225 ON ORION ST 86V7026 TR NB NONPCB 540 PAD/SPARE FROM B-512 & FITCH (BOQ) 22058-4 TR NB NONPCB 20 POLE/B-270-276

896003343 TR NB NONPCB 292 PAD/B-516 NITEFLIGHT/MOVED TO B-53 941133356 TR NB NONPCB 13 SPARE/B19

B95766 TR NB NONPCB 2085 PAD/ACROSS ORION'S 2643-2-4 TR NB PCBCONTAM 45 POLE/B-81 WEAPONS BLDG

2643-2-23 TR NB PCBCONTAM 45 POLE/B-81 WEAPONS BLDG 2643-2-3 TR NB PCBCONTAM 45 POLE/B-81 WEAPONS BLDG 6879935 TR NB PCBCONTAM 11 POLE/FIRE TRAINING PIT

846001669 TR NB NONPCB 286 PAD/B_209 LIGHTING VAULT 2643-2-28 TR NB NONPCB 17 PAD/B-230 OLD TACAN BLDG 2643-2-17 TR NB PCBCONTAM 25 PAD/B-230 OLD TACAN BLDG 2643-2-15 TR NB PCBCONTAM 25 PAD/B-230 OLD TACAN BLDG B539647 TR NB PCBCONTAM 11 POLE/B-245 MAG AREA

896003751 TR NB NONPCB 497 PAD/B-250 AIMD 906003908 TR NB NONPCB 317 PAD/B-294 FROM SUPPLY WAREHOUSE C529171 TR NB PCBCONTAM 11 POLE/B-349 NEPTUNE DRIVE




Serial No. Type Site Class Volume Location 87600112 TR NB NONPCB 270 PAD/SPARE/FROM B-512/MOVED TO B-19 2643-1-6 TR NB NONPCB 10 PAD/B-517 & 518 OLD TACAN BLDG 2643-1-2 TR NB PCBCONTAM 11 PAD/B-517 OLD TACAN BLDG 2643-1-5 TR NB PCBCONTAM 11 PAD/B-517 OLD TACAN BLDG

NO28120YASA TR NB NONPCB 14 POLE/B-555 AREA LTG-SONOBUOY LCKR 2643-1-8 TR NB NONPCB 11 POLE/B-584 DRMO 2643-1-7 TR NB PCBCONTAM 11 POLE/B-584 DRMO

2643-1-11 TR NB PCBCONTAM 11 POLE/B-584 DRMO G567256-66Y TR NB NONPCB 35 POLE/B-611, 617 TEST CELL AREA G567255-66Y TR NB NONPCB 35 POLE/B-611, 617 TEST CELL AREA G567254-66Y TR NB NONPCB 35 POLE/B-611, 617 TEST CELL AREA

6954550 TR NB PCBCONTAM 45 POLE/B-633 RMCB-27 E999218-63P TR NB PCBCONTAM 41 POLE/RMCB-27 ACROSS STREET

6879930 TR NB PCBCONTAM 11 POLE/B-658 RMCB-27 76C195089 TR NB UNKNOWN UNKNOWN PAD/CMP OWNED/NOW OURS-B646(INSIDE)

C529173 TR NB PCBCONTAM 11 POLE/QTRS D OUTSIDE GATE 2643-10 TR NB PCBCONTAM 14 POLE/B-A & B FITCH AVE 2643-7 TR NB PCBCONTAM 14 POLE/B-A & B FITCH AVE 2643-3 TR NB PCBCONTAM 14 POLE/B-A & B FITCH AVE

6615868 TR BH NONPCB 13 POLE/QTRS I - FITCH AVE B539648 TR NB PCBCONTAM 11 POLE/MAG AREA 22058-1 TR TP NONPCB 24 POLE/B-200-206 (CONGRESS)

MISSING PLATE TR TP NONPCB 24 POLE/B-222 (CONGRESS) 22057-2 TR TP NONPCB 24 POLE/B-234 (CONGRESS) 22058-6 TR TP NONPCB 20 POLE/B-246-252 (PARLIAMENT)

89A290701 TR TP NONPCB 60 POLE/B-286-290 (PARLIAMENT) D402424-59P TR TP PCBCONTAM 11 POLE/B-376 TOPSHAM SMALL BARRACKS C719426-56P TR TP PCBCONTAM 11 POLE/B-377 TOPSHAM SEW. PUMP STAT C719429-56P TR TP PCBCONTAM 11 POLE/B-377 TOPSHAM SEW. PUMP STAT

22900 TR TP NONPCB 16 POLE/B-378 (MAINT BLDG)




Serial No. Type Site Class Volume Location C719419-56P TR TP PCBCONTAM 11 POLE/B-382 TOPSHAM GYM C719427-56P TR TP PCBCONTAM 11 POLE/B-382 TOPSHAM GYM C719428-56P TR TP PCBCONTAM 11 POLE/B-382 TOPSHAM GYM C677881-56P TR TP PCBCONTAM 51 POLE/B-384 TOPSHAM LARGE BARRACKS C677880-56P TR TP PCBCONTAM 51 POLE/B-384 TOPSHAM LARGE BARRACKS C677882-56P TR TP PCBCONTAM 51 POLE/B-384 TOPSHAM LARGE BARRACKS

22063-2 TR TP NONPCB 20 POLE/B-400-406 (LIBERTY) 22063-3 TR TP NONPCB 20 POLE/B-416-422 (LIBERTY) 22063-1 TR TP NONPCB 20 POLE/B-432-438 (LIBERTY) 22063-5 TR TP NONPCB 20 POLE/B-440-446 (LIBERTY) 22063-4 TR TP NONPCB 20 POLE/B-472-476 (LIBERTY)

89A290702 TR TP NONPCB 60 POLE/B-480-486 (LIBERTY) 62058-2 TR TP NONPCB 20 POLE/B-504-510 (LIBERTY)

1269 SW TP NONPCB 409 POLE/FIELD ACROSS B335/BURNED/DISP 3832 NB NONPCB 3831 NB NONPCB 3830 NB NONPCB

931062418 TR NB NONPCB SPARE/B19 000514-A1 TR NB NONPCB SPARE/B294 PM01246 RE NB NONPCB 60 FLOOR-INSIDE B-209 NAGE

Source: Mosher 2006b. Notes: Location - BG = Brunswick Gardens

BH = Base Housing - individual houses located within controlled area NB = locations on the main base office and hangars etc. TP = Topsham

Type - TR = transformer

SW = Switch RE = Recloser



Table 4-8. 1994 - 2005 Building 647 Pesticides, Insecticides, Herbicides, and Fungicides Used at NAS Brunswick

Material State

Arsenal emulsion Assault bait Baygon emulsion Brodifacoum (Weatherblokxt) bait Combat bait Diazinon emulsion Dursban aerosol Dursban emulsion Ficam emulsion/wettable powder Ficam bait Gentrol aerosol Gentrol emulsion Hornet-Spray (can) aerosol Maxforce bait Perma-Dust aerosol Pyrethrin aerosol Roundup emulsion Sevin dust Spectracide aerosol Avert bait Tempo WP wettable powder Precor emulsion Biopath bait Safrotin emulsion Gencor aerosol Kicker emulsion Fipronil bait Ortho wasp aerosol Talstar emulsion

Notes: Table includes Building 647 pesticide usage for the majority of NAS Brunswick, this

table does not include Building 39 pesticide usage for the Golf Course. Source: Lisa Joy, NAS Brunswick. Air Emission Data Tables. Air Emission Inventory

(January 1, 1994 to December 31, 2004) Pesticide Usage Emission Calculation/ Summary. May 16, 2006.



Table 4-9. 2002 - 2005 Building 39 Pesticides, Insecticides, Herbicides, and Fungicides Used at NAS Brunswick Golf Course

Material Location/Purpose Date Amount Used

Ficam W (Bendiocarb) Inside (Ants) 02/07/02 0.4 Dry Ounces Pentachloronitrobenzene (PCNB) Outside (Snow Mold Treatment) 01/06/05 385 Pounds Pentachloronitrobenzene (PCNB) Outside (Snow Mold Treatment) 12/12/05 385 Pounds

Notes: Table includes Building 39 pesticide usage for the Golf Course, this table does not

include Building 647 pesticide usage for the majority of NAS Brunswick. Source: Kempf 2006d.



Table 4-10. Pesticide Use at Facilities and Frequency

Pesticide Building/Facility Recommended Frequency Recommended Pesticide Dispersal Method

Food storage, preparation, and service areas

Monthly

Barracks Every 6 months Housing Change of

occupancy Galleys/clubs Monthly

Ants

All other buildings On call

Indoors: Bait stations and gel bait are primary chemical control tool used. Liquid pesticides used in emergency situations only. Outdoor, Perimeter: Perimeter liquid treatments could be performed for ants that nest outside and forage inside, also granular baits or residual sprays.

Food handling areas (Galley, Niteflight, Boomers)

Monthly

Family housing Change of occupancy and trouble calls

Barracks Every 6 months

Cockroaches

All other buildings Trouble call

Cockroach bait stations and gel formulations containing fipronil or hydramethylnon are primary control method. Liquid sprays or dusts are restricted to spot treatments only. Liquid applications normally tank mixed with an insect growth regulator.

Spiders, Fleas, & Misc. Arthropods

All buildings As needed Outdoor, Perimeter: Pesticides (which are not phytotoxic) applied in a band up to 20’ wide around the structure and up the foundation wall to a height of 3” or more). All windows are closed during application and all ventilation inlets are shut or systems turned off. Wettable powders, granular, or waterproof dust formulations are generally good choices for exterior treatments

Hangars (primarily pigeons)

Monthly, year round

All other buildings at airfield

Trouble calls, year round

Birds

All other buildings Trouble calls, year round

Poisons not normally used for bird management. Repellents that are sticky or give birds a "hot foot" reaction may be used in limited areas.

Food handling establishments

Monthly

Barracks spaces Every 6 months

Rodents

All other buildings Trouble calls

Only toxic mouse baits in parafinized bait blocks that can be secured with a rod or hook to a tamper resistant bait station should be used. Poison baits will only be secured in distinctly marked, tamper resistant bait stations, generally inaccessible to children, pets, or non-target wildlife. Poison bait not to be placed in areas where food is served or in vending machine areas, coffee messes or other like areas. Moldy or otherwise unacceptable or spilled baits shall be removed and disposed of. Treated burrows sealed immediately after treatment. Reopened burrows retreated and resealed until all rodent activity ceases.



Table 4-10. Pesticide Use at Facilities and Frequency

Pesticide Building/Facility Recommended Frequency Recommended Pesticide Dispersal Method

Bees, Wasps, & Hornets

All areas Emergency trouble calls

Small solitary stinging arthropod nests controlled/knocked down as soon as they are reported. Large, well established aerial or ground nesting hornets controlled in the early morning or in the late evening when temperatures are cooler, most individuals are in the nest, and the hive is least active. “Jet” style wasp freeze sprays may be used when appropriate for quick knockdown of individuals in a small nest. Dust formulations used for larger nests in the ground, building voids, or aerial nests. Ultra Low Volume (ULV) foggers may be useful in providing a quick knockdown of adults. Nests then be removed or treated with a pesticide if necessary.

Adult mosquito light traps

May - October Mosquitoes

Larval survey sites May - October

Adult Mosquitoes: ULV pesticide applications are primary response to verified mosquito problems. ULV applications not performed when wind is in excess of 15 mph or during rain. Larval Mosquitoes: Larval mosquito management performed at common breeding sites near transient water such as lowland stagnant pools, building roof tops, stored tires, and rain gutters.

Vertebrates Outdoor areas Visual inspections Customer complaints Reports from Security

Capture and release Capture and disposal Shooting Food Source reduction (sanitation) Food source removal (cover trash cans/dumpsters) Education Habitat management

High value trees Monthly during growing season

Shrubbery and ornamentals

Monthly during growing season

Ornamental Plantings Pests

Undeveloped or natural areas at all sites

Customer complaints

Method of dispersal shall be as appropriate for the pest species and site involved.

Greens/tees/fairways Daily Pink snow mold Winter (Oct-April) Gray snow mold Winter (Oct-April) Leaf spot Mid May

(preventative spray)

Brown patch June - Sept

Golf Course Maintenance

Dollar spot June - Sept

All pesticide applications on NAS Golf Course performed by certified pesticide applicators. Use of insecticides and herbicides based on surveys.

Utility Pole Maintenance

All wooden utility poles Every 10 - 15 years

Pesticides used to protect/treat utility poles supplied by the contractor. Authorized pesticides are those proposed for use by the contractor and approved by the Activity Contracting Officer. Contractor supplied pesticides shall never be stored on NASB controlled property

Feral Dogs & Cats

Station wide Quarterly Physical Methods

Source: NAS Brunswick Pest Management Plan, Appendix A, May 2003.



Table 4-11. Pesticides Approved for Use at NAS Brunswick

Pesticide Use Pest Comments

Chemical Trade Name Type (Specific Uses)

Bendiocarb Ficam Ficam Wasp and Hornet Spray

Ants Spiders, Fleas, & Misc. Arthropods Bees, Wasps, & Hornets

Boric Acid Boric Acid Dust Perma Dust Whitmire 249

Ants Cockroaches Spiders, etc.

Fipronil Maxforce Ant Bait Stations Maxforce Roach Control

Ants Cockroaches

Pyrethrins PT-565 PT-565 XLO

Ants, Spiders, Fleas, & Misc. Arthropods Cockroaches

Cyfluthrin Tempo 20WP Tempo

Ants Cockroaches Spiders, Fleas, & Misc. Arthropods

Abamectin Avert PT310 Cockroaches Hydramethylnon Maxforce Ant Bait Stations

Siege Siege Gel Combat Bait Stations Max Force Gel Bait

Ant Cockroaches Cockroaches Cockroaches Cockroaches

Hydroprene Gentrol IGR Gentrol EC IGR Gentrol Point Source

Cockroaches Cockroaches Cockroaches

Allethrin Allethrin Spiders, Fleas, & Misc. Arthropods

Carbaryl Sevin 80S Various, including Sevin and Apicide

Spiders, Fleas, & Misc. Arthropods Bees, Wasps, & Hornets

Deltamethrin Delta Dust/ Delta Guard Delta Dust

Spiders, Fleas, & Misc. Arthropods Bees, Wasps, & Hornets

Fenoxycarb Torus Spiders, Fleas, & Misc. Arthropods

Methomyl Golden Malrin Fly Bait Spiders, Fleas, & Misc. Arthropods

Methoprene Precor 5E Spiders, Fleas, & Misc. Arthropods






Methoprene/ Permethrin Precor Fogger Plus Spiders, Fleas, &

Misc. Arthropods

Permethrin Flee Spiders, Fleas, & Misc. Arthropods

Propetamphos Safrotin Spiders, Fleas, & Misc. Arthropods

Propoxur Baygon Spiders, Fleas, & Misc. Arthropods

Silica Aerogel Dri-Die Spiders, Fleas, & Misc. Arthropods

Silica Gel and Pyrethrins Drione Spiders, Fleas, &

Misc. Arthropods

Bromadioline Maki Rodents Bromethalin Vengeance Rodents Bromodialone Rodents Chlorophacinone Rozol Tracking Powder Rodents Cholecalciferol Quintox Rodents Diphacinone Rodents Hydroxycoumarin Maki Rodents Pival Rodents Zinc Phosphide ZP Rodent Bait

ZP Tracking Powder Rodents Rodents

Allethrin, phenothrin WaspFreeze PT-515 Bees, Wasps, & Hornets

Pyrethrum (synthetic) Biomist Mosquitoes Adult Resmethrin Scourge

Vectrin Mosquitoes Mosquitoes

Adult Adult

Methoprene Altosid Mosquitoes Larvae Isostearate alcohol Arosurf MSF Mosquitoes Larvae Bacillus thuringiensis var. isrealensis

Bactimos Briquettes Mosquitoes Larvae

Bacillus sphaericus VectoLex CG Mosquitoes Larvae FUNGICIDES

Thiophanate ethyl 3336 WP Golf Course Operations

Pink snow mold, grey snow mold, brown patch

Chlorothalonil Daconil Golf Course Operations

Brown patch, dollar spot, leafspot

Dimethyl Baylaton Golf Course Operations Brown patch, dollar spot

Tetramethyl thiram disulfide Spotrete 75 wdg Golf Course

Operations Pink snow mold, grey snow mold






Cloroneb Teremec SP Golf Course Operations Pythium

Propamocarb hydrochloride Banol Golf Course

Operations Pythium

Dimethyl Scotts Fungicide VII with fertilizer

Golf Course Operations Leafspot, brown patch

Dimethyl Scotts Fungicide VIII Golf Course Operations Leafspot

Terrachlor Scotts Fungicide II Golf Course Operations

Pink snow mold, grey snow mold

INSECTICIDES

Imidacioprid Merit Golf Course Operations

Bendiocarb Turcan Golf Course Operations

Phosphorothiac acid Scotts Insecticide III Golf Course Operations

HERBICIDES mcpp, 2-4 D, dicamba Mec Amine D Golf Course

Operations Broadleaf weeds

Glyphosate Roundup Golf Course Operations All vegetation

Source: NAS Brunswick Pest Management Plan, Appendix A, May 2003.



Table 4-12. 2004 Pesticides, Insecticides, Herbicides, and Fungicides Used at NAS Brunswick

Material State One Year Use

Arsenal emulsion 3.00 gal/year Brodifacoum(Weatherblokxt) bait 0.00 lb/year Diazinon emulsion 1.05 gal/year Dursban aerosol 0.00 gal/year Ficam emulsion/wettable powder 0.00 gal/year Ficam bait 51.75 lb/year Gentrol emulsion 3.33 gal/year Perma-Dust aerosol 0.00 lb/year Pyrethrin aerosol 0.58 gal/year Pyrethrin aerosol 0.04 gal/year Pyrethrin aerosol 4.38 gal/year Pyrethrin aerosol 0.00 gal/year Roundup emulsion 46.00 gal/year Spectracide aerosol 0.00 gal/year Safrotin emulsion 0.00 gal/year Gencor aerosol 0.00 gal/year Kicker emulsion 5.09 gal/year Fipronil bait 1.43 lb/year Ortho wasp aerosol 2.93 gal/year Talstar emulsion 1.13 gal/year Note: This table only includes Pesticides, Insecticides, Herbicides, and Fungicides usage

associated with Building 647. Source: Lisa Joy, NAS Brunswick. Air Emission Data Tables. Air Emission Inventory

(January1, 2004 to December 31, 2004) Pesticide Usage Emission Calculation/ Summary. October 11, 2005. (Joy 2005c)


Table 4-13. Asbestos Inventory


Building Number Building Owner Facility Year

Constructed ACM or PACM

1 CPRW-5 HANGAR 1942 To be demolished in 2006/Surveyed-no known ACM remaining 5 CPRW-5 HANGAR 1982 Window Caulking 6 CPRW-5 HANGAR 2005 None (new construction in 2005) 9 HOUSING HOUSING OFFICE 1943 VFT and Mastic 10 ENVIRONMENTAL OIL SPILL EQUIPMENT STORAGE 2004 None (new construction in 2005) 11 NAVY EXCHANGE NAVY EXCHANGE COMPLEX 1981 Transite ext., floor mastic, sink coating, floor tile 19 PUBLIC WORKS CARPENTRY SHOP 1981 No known ACM 20 ADMIN NH COLL/EMBRY/NAVY COLL 1943 Transite, VFT, Mastic, Soil 21 MWR CHILD CARE CENTER 1983 VFT and Mastic, Sink Coating 6 CPRW-5 HANGAR 2005 None (new construction in 2005) 23 MWR CAR WASH 1994 No known ACM 24 PERSONNEL SUP DET PERSONNEL SUPPORT DET. 1982 VFT, Mastic, Sheet Vinyl, 25 MWR INDOOR FITNESS CENTER 1983 Mastic, VFT PACM 26 MWR CHILD CARE CENTER 1990 No known ACM 27 FAMILY SERVICES FAMILY SERVICES CENTER 1984 Transite ext., roof tar, sink coating 29 MWR AUTO HOBBY SHOP 1986 VFT, mastic 30 FSC FSC STORAGE 1995 No known ACM 31 NEX NAVY LODGE 1999 No known ACM 32 SUPPLY POL BUILDING 1981 Vinyl Sheet, Sink Coating 33 SECURITY SENTRY HOUSE/FRONT GATE 1954 Mastic 35 SECURITY MAIN GATE SENTRY New construction 2004 / Former #35 Storage Bldg Demolished 36 SECURITY DYERS GATE SENTRY No known ACM / Former #36 was Wood Chip Bldg Demolished 37 NAVAL INVEST SVC NCIS 1943 VFT, Mastic, Sheet Vinyl, Transite Board 38 SECURITY PASS AND I.D. OFFICE None (New construction 2004)/Former #38 Orions Landing O'Club 39 MWR GOLF COURSE MAINT BLDG 1985 PACM Roofing 41 SECURITY SECURITY 1944 VFT, Mastic, Transite Board, Straight Piping, Pipe Joints 42 PUBLIC WORKS PUMP HOUSE (WATER) 1944 PACM Roofing 43 PUBLIC WORKS TELEPHONE EXCHANGE BUILDING 1989 No Known ACM 44 PUBLIC WORKS MAGAZINE (VACANT) 1943 PACM Caulk/Tar 45 PUBLIC WORKS HAZ WASTE TRANSFER FACILITY 1992 No Known ACM 46 SECURITY SECURITY INSPECTION OFFICE None (new construction 2004) 47 MWR BALLFIELD STORAGE 1999 No Known ACM 49 PUBLIC WORKS REGULATOR SUBSTATION 1981 Roofing Material 50 PUBLIC WORKS WATER TREATMENT PLANT No Known ACM 51 PUBLIC WORKS HAZARDOUS WASTE FACILITY 2004 None (new construction 2004)






53 PUBLIC WORKS PW ADMIN BUILDING 1998 No Known ACM 54 FASO APPLIED INST BUILDING 1987 No Known ACM 55 SECURITY SECURITY 1999 None (new construction 2005) 57 AIR OPS NEW BEACON None (new construction 2005) 58 AIR OPS NEW TACAN None (new construction 2005) 59 WEAPONS HE MAGAZINE 1943 Caulk/Sealant 60 WEAPONS HE MAGAZINE 1943 Caulk/Sealant 62 WEAPONS AMMO STORAGE FACILITY 1943 Caulk/Sealant 63 CPRW-5 STORAGE (OLD MAG) 1943 Caulk/Sealant 64 CPRW-5 STORAGE (OLD MAG) 1943 Caulk/Sealant 65 MWR PICNIC SHELTER 1986 No Known ACM 71 WEAPONS MAGAZINE 1943 Sealant 77 WEAPONS WEAPONS BUILDUP SHOP 1991 No Known ACM 78 MWR GOLF CLUB HOUSE 1981 Tar at Roof Vents 79 MWR HOBBY SHOP STORAGE 1980 No Known ACM 81 SUPPLY INERT STORAGE 1980 No Known ACM 83 EOD ORDNANCE DISPOSAL AREA 1981 Demolished in 2004 (No Known ACM) 85 MWR STORAGE 1980 PACM Roofing Tar 86 AIMD GSE MAINTENANCE 1991 No Known ACM 87 CPRW-5 TSC 1987 No Known ACM

100 HOUSING/PWD GARAGE, QTRS D 1944 N/A 101 SECURITY None (new construction 2005) 102 SMALL ARMS RANGE None (new construction 2004) 103 DOG KENNEL None (new construction 2004) 109 SECURITY KENNEL 1983 Demolished in 2004 110 HOUSING/PWD GARAGE, GTRS A&B 1943 N/A 111 PUBLIC WORKS SEWAGE PUMP HOUSE 1943 No Known ACM 117 SUPPLY FILLING STATION No Known ACM 118 SUPPLY FILLING STATION STORAGE 1984 No Known ACM 124 SUPPLY STOR TANK-GROUND LEVEL 1944 No Known ACM 125 WEAPONS GUARD TOWER 1983 No Known ACM 126 WEAPONS NATIONAL GUARD MAGAZINE 1984 No Known ACM 127 WEAPONS NATIONAL GUARD MAGAZINE 1984 No Known ACM 128 WEAPONS NATIONAL GUARD MAGAZINE 1943 No Known ACM 145 WEAPONS BARRICADED SIDING 1943 No Known ACM 146 PUBLIC WORKS WATER MAIN ENT SHELTER 1987 No Known ACM






147 PUBLIC WORKS WATER MAIN ENT SHELTER 1987 No Known ACM 150 NAVAL AIR RESERVE NAVAL AIR RESERVE CENTER 1992 No Known ACM 151 NAVAL SURF RESERVE NAVAL SURFACE RESERVE CENTER 2002 No Known ACM 153 PUBLIC WORKS SAND/SALT SHED 1992 No Known ACM 162 HOUSING/PWD PUBLIC QTRS, SINGLE 1954 N/A 163 HOUSING/PWD PUBLIC QTRS, SINGLE 1954 N/A 182 HOUSING/PWD GARAGE 1954 N/A 183 HOUSING/PWD GARAGE 1954 N/A 200 AIR OPS OPERATIONS BUILDING 1954 Transite, VFT, Mastic 201 SUPPLY GALLEY/NEPTUNE HALL 1953 Pipe Insulation in Basement 209 PUBLIC WORKS ELECTRIC DISTRIBUTION 1954 VFT, Mastic 210 AIR OPS BEACON TOWER 1954 Demolished in 2005 211 MWR PHYSICAL FITNESS FACILITY 1954 Boiler room-Tank Insulation, Straight Pipe, Pipe Fittings 221 PUBLIC WORKS THRIFT SHOP 1999 No Known ACM 222 BEQ MAINTENANCE STORAGE 1954 Demolished in 2005 223 PUBLIC WORKS NATEC 1953 No Known ACM 225 PUBLIC WORKS TRANSPORTATION GARAGE 1953 Roof Alumination 226 ADMIN SEA CADETS BUILDING 2001 No Known ACM 227 PUBLIC WORKS GENERATOR BUILDING 1956 Transite Board 228 CPRW-5/COMM GUARD HOUSE 1980 No Known ACM 229 AIR OPS GCA HARDSTAND 1963 N/A 230 AIR OPS OLD TACAN TRANSMITTER BLDG 1956 PACM Roofing, Tile, Mastic 231 AIR OPS AIR TRAFFIC CONTROL TOWER None (New construction 2004) 235 HOUSING/PWD GARAGE, QTRS E 1955 N/A 236 HOUSING/PWD GARAGE, QTRS F 1955 N/A 237 HOUSING/PWD GARAGE. QTRS G 1955 N/A 238 HOUSING/PWD GARAGE, QTRS H 1955 N/A 239 HOUSING/PWD GARAGE. QTRS I 1955 N/A 240 HOUSING/PWD GARAGE, QTRS EA 1955 N/A 241 HOUSING/PWD GARAGE, QTRS EB 1955 N/A 242 HOUSING/PWD GARAGE, QTRS EC 1955 N/A 243 HOUSING/PWD GARAGE, QTRS ED 1955 N/A 244 HOUSING/PWD GARAGE, QTRS EE 1955 N/A 245 WEAPONS VEHICLE STORAGE 1956 PACM Roofing 250 AIMD/CPRW-5 HANGARS/SHOPS/OFFICE 1956 Straight Piping, Transite Board, Tile, Mastic 251 AIMD DE-ICE/RINSE PUMPHOUSE 2002 No Known ACM






252 PUBLIC WORKS TRANSPORTATION 1957 Demolished in 2005 256 MWR PLAYING FIELD 1943 N/A 257 MWR PLAYING COURTS 1965 N/A 265 SECURITY FORRESTAL SENTRY BOOTH 1960 No Known ACM 277 PUBLIC WORKS SEWAGE PUMP STATION 1953 N/A 280 AIR OPS VHF/UHF TRANSMITTER 1945 Transite, Pipe Joint 282 AIR OPS COMPASS ROSE 1956 N/A 285 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 286 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 287 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 288 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 289 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 290 WEAPONS HIGH EXPLOSIVE MAGAZINE 1956 Caulk/Sealant PACM 291 WEAPONS FUSE & DET MAGAZINE 1956 Caulk/Sealant PACM 292 AIR OPS FIRE/ RESCUE STATION 1957 Renovated '98 No Known ACM 294 SUPPLY WAREHOUSE 1956 VFT, Mastic, Pipe Joints, Straight Piping 295 PUBLIC WORKS WATER PUMP HOUSE 1957 N/A 296 AIR OPS VORTAC 1956 Demolished 309 MWR PUMPHOUSE/ IRRIGATION 1954 Window Caulking, PACM Roofing 310 PUBLIC WORKS DAM (GOLF COURSE) 1955 N/A 311 PW OIL SPILL CONTROL WEIR 1994 N/A 323 PUBLIC WORKS BRUNS GAR STOR/SHOP 1949 PACM Roofing 332 DIS ADMIN SPACES 1964 VFT, Mastic, PACM Roofing 333 ARMY/NAVY RESERVES ADMIN SPACES 1964 VFT, Mastic, Transite Board 335 PUBLIC WORKS COMMISSARY STORE - N60672 1957 VFT, Mastic, Transite Board, Joint Compound 336 PUBLIC WORKS COMMISSARY STORAGE - N60672 1963 Window Glazing 337 PUBLIC WORKS MARINE RESERVES BUILDING 1964 VFT, Mastic, Plaster, Pipe Joint Insulation 338 PUBLIC WORKS MARINE RESERVES BUILDING 1964 VFT, Mastic 339 PUBLIC WORKS MARINE RESERVES BUILDING 1964 VFT, Mastic, Pipe Joint Insulation 347 PUBLIC WORKS DAM (PICNIC AREA) 1954 N/A 349 HOUSING/PWD FUND 50-69 EM (SINGLE) 1958 N/A 363 AIR OPS FIRE STATION 1964 VFT, Mastic 370 MWR PLAYING COURT 1964 N/A 374 VACANT 1959 Unknown 378 PUBLIC WORKS SHOP 1964 No Known ACM 385 PUBLIC WORKS WATER STORAGE TANK 1958 N/A






386 PUBLIC WORKS WATER METER PIT SHELTER 1987 No Known ACM 413 CPW-5 SHELTER 1980 VFT, Mastic 415 PUBLIC WORKS STORAGE 1984 Roofing, VFT, Mastic 426 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 436 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 437 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 440 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 445 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 477 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 496 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 498 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 499 CPW-5 LINE SHACK 1980 Roofing, VFT, Mastic 512 SUPPLY BOQ 1958 No Known ACM-Renovated 516 MWR EM CLUB/NITEFLITE 1958 Straight Pipe Insulation, Tile, Mastic, Pipe Joint Insulation 517 AIR OPS RECEIVER BUILDING 1958 VFT, Mastic, Transite Board, Pipe Joint and Straight Pipe Insulation 518 PUBLIC WORKS GENERATOR BUILDING 1954 Gasket Material 524 PUBLIC WORKS GENERATOR BUILDING 1958 Unknown 537 PUBLIC WORKS SEWAGE PUMP HOUSE 1958 Straight Pipe and Joint Insulation, PACM Roofing 538 NAVY EXCHANGE SERVICE STATION (N66249) 1957 VFT, Mastic, Straight Pipe and Joint Insulation 539 WEAPONS EXPL ADMIN/ARMORY 1958 VFT, Mastic, Pipe Fittings, Breeching Insulation, Flex Duct, Putty 543 WEAPONS HIGH EXPLOSIVE MAGAZINE 1958 PACM Tar 544 WEAPONS HIGH EXPLOSIVE MAGAZINE 1958 PACM Tar 548 WEAPONS FUSE & DET MAGAZINE 1959 No Known ACM 549 WEAPONS FUSE & DET MAGAZINE 1959 No Known ACM 553 ASB 2004 None (New construction in 2004) 554 CPRW5 P3 SUPPORT FACILITY 2002 No Known ACM 555 CPRW-5/AIMD SONOBUOY LKR/STORAGE 1959 Window Glazing 557 WEAPONS SM POINT RAKE TOWER 1960 No Known ACM 558 WEAPONS SABINO HILL RAKE TOWER 1960 No Known ACM-Roof and Tile Abated 561 PUBLIC WORKS PUBLIC WORKS STORAGE 1960 N/A McKeen ST Housing 562 TRANSMISSOMETER TOWER 1960 N/A 563 TRANSMISSOMETER TOWER 1960 N/A 569 PUBLIC WORKS SEWAGE TREATMENT PLANT 1963 N/A 572 FASO GENERATOR PLANT 1963 N/A 574 FASO POW TRAINING BUILDING 1961 N/A 576 FASO GUARD TOWER 1963 N/A






578 FASO GUARD TOWER 1963 N/A 583 MWR BOWLING CENTER REC MALL 1965 No Known ACM - Renovated 584 PUBLIC WORKS PW SHOPS 1965 Behind Walls in Old Section on Studs (sm amt spray-on insulation) 585 CHAPLAIN CHAPEL 1965 VFT, Mastic, Transite, Acoustical Tile, Window Glazing, Door Caulk 587 MWR BBQ PIT AND SHELTER 1985 N/A 590 PUBLIC WORKS TRANSPORTATION 2004 None (new construction in 2004) 592 ARMY VETERINARIAN 1950 Transite Board, VFT, Mastic, Joint Compound 594 PUBLIC WORKS RADAR TOWER/MECH @ ASWOC 1950 No Known ACM 600 AIR OPS TRANSMISSOMETER TOWER 1965 N/A 601 AIR OPS TRANSMISSOMETER TOWER 1965 N/A 602 AIR OPS GLIDE SLOPE ANTENNA BUILDING 1998 N/A 603 AIR OPS LOCALIZER ANTENNA BUILDING 1998 N/A 611 AIMD ENGINE TEST CELL 1967 Transite Board 613 MWR PICNIC AREA TOILET 1966 No Known ACM 618 CPRW-5 FLAG POLE 1954 N/A 626 WEAPONS HE MAGAZINE 1973 Window Glazing 627 WEAPONS AUW MAGAZINE 1973 Window Glazing 628 NMCB-27 Unknown 629 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 630 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 631 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 632 TRAINER NMCB-27 NEW 05/06 633 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 634 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 635 NMCB-27 1974 VFT, Mastic, Aluminum Coating Roofing, Caulk/Sealant 636 NMCB-27 Unknown 637 NMCB-27 Unknown 638 PUBLIC WORKS SEWAGE PUMPING STATION 1954 N/A 639 OPERATIONAL TRAINING BLDG 1975 VFT, Mastic, Paper Insulation Lights, Roofing 640 PUBLIC WORKS SALT/SAND SHED 1974 No Known ACM 642 WEAPONS REACTION FORCE FACILITY 1978 VFT, Mastic, Flex Duct Connector, 643 WEAPONS AUW COMP SENTRY BOOTH 1978 No Known ACM 644 CPRW-5 OPERATIONAL TRAINER BLDG 1979 VFT, Mastic, Tar Wrap on Fittings 645 BRANCH CLINIC MEDICAL/ DENTAL CLINIC 1979 VFT, Mastic, Sheet Vinyl 646 AIR OPS ASR-8 BUILDING 1979 PACM Roofing, Tile, Mastic 647 PUBLIC WORKS PEST CONTROL/ GAS STORAGE 1978 PACM VFT, Mastic






648 AIMD EDC TEST FACILITY 1981 VFT, Mastic 649 BRANCH CLINIC AMBULANCE GARAGE 1979 Mastic associated with VFT 650 SUPPLY JP-5 TANK 20000 BBLS 1991 N/A 651 SUPPLY JP-5 TANK 20000 BBLS 1991 N/A 652 SUPPLY JP8 TRUCK LOADING RACK 1992 No Known ACM 653 SUPPLY FUEL FARM FOAM HOUSE 1992 No Known ACM 654 SUPPLY JP5 PUMPHOUSE 1992 No Known ACM 655 SUPPLY JP5 TRUCK OFFLOAD RACK 1992 No Known ACM 656 SUPPLY JP5 SLOP TANK (472BBLS) 1992 N/A 657 SUPPLY RESERVE TRAINING BLDG 1992 No Known ACM 658 SUPPLY FUEL FARM POL TEST FACILITY 1998 No Known ACM 659 NMCB-27 Unknown 660 SUPPLY TRUCK WASH 1998 No Known ACM 661 NMCB-27 Unknown 730 HOUSING BEQ 2002 No Known ACM 731 HOUSING BEQ 2002 No Known ACM 732 HOUSING BEQ 2002 No Known ACM 733 HOUSING BEQ 2002 No Known ACM 734 HOUSING BEQ 2002 No Known ACM 735 HOUSING BEQ 2002 No Known ACM 736 HOUSING BEQ 2002 No Known ACM 737 HOUSING BEQ 2002 No Known ACM 738 HOUSING BEQ 2002 No Known ACM 739 HOUSING BEQ 2002 No Known ACM 740 HOUSING BEQ 2002 No Known ACM 741 HOUSING BEQ 2002 No Known ACM 742 HOUSING BEQ 2002 No Known ACM 743 HOUSING BEQ 2002 No Known ACM 744 HOUSING BEQ 2002 No Known ACM 745 HOUSING BEQ 2002 No Known ACM 746 HOUSING BEQ 2002 No Known ACM 747 HOUSING BEQ 2002 No Known ACM 748 HOUSING BEQ 2002 No Known ACM 749 HOUSING BEQ 2002 No Known ACM 750 TRANSIENT Q 2004 No Known ACM 751 SCHOOL AGE CARE






790 HOUSING MIDWAY TERRACE 1982 See table 4-11 791 HOUSING MIDWAY TERRACE 1982 See table 4-11 792 HOUSING MIDWAY TERRACE 1982 See table 4-11 793 HOUSING MIDWAY TERRACE 1982 See table 4-11 794 HOUSING MIDWAY TERRACE 1982 See table 4-11 795 HOUSING MIDWAY TERRACE 1982 See table 4-11 796 HOUSING MIDWAY TERRACE 1982 See table 4-11 797 HOUSING MIDWAY TERRACE 1982 See table 4-11 798 HOUSING MIDWAY TERRACE 1982 See table 4-11 799 HOUSING MIDWAY TERRACE 1982 See table 4-11 800 HOUSING MIDWAY TERRACE 1982 See table 4-11

875-903 HOUSING PUBLIC QUARTERS (Brunswick Gardens) 1960 See table 4-11 904-905 HOUSING MEMQ (Station Quarters) 1954 N/A

906-1091 HOUSING PUBLIC QUARTERS (McKeen St) 1960 See table 4-11 1092-1142 HOUSING CAPEHART (Topsham) 1961 See table 4-11

1143 HOUSING PUB QTRS CAPT 1943 N/A 1144 HOUSING MOQ 1943 N/A 1145 HOUSING PUBLIC QUARTERS 1925 N/A 1146 HOUSING MOQ 1954 N/A

1147-1151 HOUSING MEMQ (Station Quarters) 1954 See table 4-11 1152-1155 HOUSING MOQ 1954 N/A

1156 STORAGE YARD 1965 N/A 1157-1199 N/A

1170 COMMUNITY CENTER MCKEEN ST. N/A 1200-1222 HOUSING DUPLEX/QUADPLEX 2001 N/A 1223-1265 N/A

Sources: Sanders 2005 ACM = Asbestos containing material PACM = Presumed asbestos containing material N/A = Not Available VFT = Vinyl floor tile


Table 4-14. Asbestos in Base Housing


Number of Units

Year Constructed

Number of Units

Inspected

Units with Asbestos Detected

Asbestos Containing Material Condition

Midway Terrace 62 1982 4 20 Antietam St

23A Antietam St 28B Antietam St 5 Midway Cir

12” x 12” floor tile, mastic, vinyl sheet, white sink coating 12” x 12” floor tile, mastic, vinyl sheet 12” x 12” floor tile, mastic, white sink coating 12” x 12” floor tile, mastic, vinyl sheet, white sink coating

Good Good Good Good

Brunswick Gardens Capehart – Single-Family 14 1959 1 19 Intrepid St joint compound, 12” x 12” floor tile Good

Brunswick Gardens Capehart – Multi-Family 30 1959 1 41 Independence

St joint compound, 12” x 12” floor tile Good

Quarters D 1 1954 1 146 Bath Rd transite board heat shield, roof tar, vinyl flooring Good

Quarters E 1 1954 1 101 Fitch Ave joint compound, 12” x 12” floor tile, mastic, vinyl sheet, roof tar Good

Quarters F 1 1954 1 103 Fitch Ave joint compound, vinyl sheet, roof tar Good

Quarters G 1 1954 1 105 Fitch Ave joint compound, roof tar Good

Quarters H 1 1954 1 107 Fitch Ave joint compound, roof tar, vinyl sheet Good

Quarters A 1 1954 1 109 Fitch Ave white sink coating, exterior silver paint, flashing, tar, window calk Good

Quarters B 1 1954 1 111 Fitch Ave flashing, tar

Quarters I 1 1954 1 113 Fitch Ave 12” x 12” floor tile, mastic, joint compound, roof tar Good




Number of Units

Year Constructed

Number of Units

Inspected



Quarters K 1 1954 1 904 Fitch Ave black vinyl baseboard, mastic, joint compound, flexible duct

connector, mastic behind insulation, roof tar, chimney flashing compound

Good

Quarters K 1 1954 1 905 Fitch Ave vinyl sheet, 12” x 12” floor tile, mastic, joint compound, flexible duct

connector, mastic behind insulation, roof tar, chimney flashing compound

Good

Quarters EB 1 1954 1 60 Forrestal Dr vinyl floor tile, mastic, joint compound, pin sink coating, roof tar, flue

insulation Good

Quarters EA 1 1954 1 62 Forrestal Dr 12” x 12” floor tile, mastic, joint compound, white sink coating, flue

insulation, roof tar Good

Quarters EC

1 1954 1 63 Forrestal Dr 12” x 12” floor tile, mastic joint compound, pink sink coating flue insulation, roof tar

Good

Quarters EE 1 1954 1 65 Forrestal Dr 12” x 12” floor tile, mastic, joint compound, flue insulation, roof

tar Good

Quarters 349 1 1954 1 349 Neptune St roof tar, chimney flashing compound

Topsham – single-family 9 1961 2 220 Congress Cir

230 Congress Cir joint compound, floor tile, mastic, pink sink coating joint compound, pink sink coating

Good Good




Number of Units

Year Constructed

Number of Units

Inspected



Topsham – multi-family 168 1961 6 208 Congress Cir

400 Liberty Cir 405 Liberty Cir 423 Liberty Cir 433 Liberty Cir 470 Liberty Cir

joint compound, floor tile, mastic, pink sink coating, carport shed roof joint compound, pink sink coating, carport shed roof joint compound, pink sink coating, carport shed roof joint compound, floor tile, mastic, pink sink coating, carport shed roof joint compound, floor tile, mastic, pink sink coating joint compound, pink sink coating, carport shed roof

Good Good Good Good Good Good

McKeen – single-family 145 1960 7 138 Columbia Ave

142 Columbia Ave 151 Columbia Ave 3 Emanual Dr 39 Emanual Dr 15 Moore Ave 22 Moore Ave

utility room joint compound utility room joint compound utility room joint compound , mastic behind Styrofoam insulation utility room joint compound utility room joint compound utility room joint compound utility room joint compound, 12” x 12” floor tile

Good Good Good Good Good Good Good

McKeen – multi-family 86 1960 2 133 Columbia Ave

6 Emanual Dr laundry room joint compound laundry room joint compound

Good Good

Sources: Dewberry 2004a Dewberry 2004b Dewberry 2004c Dewberry 2004d Dewberry 2004e Dewberry 2004f


Table 4-15. Lead-Based Paint in Base Housing


Number of Units Year Constructed

Number of Units

Assessed

Units with Lead Based Paint

Detected Lead Based Paint Areas

Brunswick Gardens Capehart – Single-Family 14 1959 1 none none

Brunswick Gardens Capehart – Multi-Family 30 1959 1 none none

Quarters D 1 1954 1 146 Bath Rd window sash, basement door, porch walls, electrical conduit, garage fascia

Quarters E 1 1954 1 101 Fitch Ave interior door casing; and jambs, baseboards, exterior doors; casing; and jamb

Quarters F 1 1954 1 103 Fitch Ave interior door casing and jambs, baseboards, exterior door casings

Quarters G 1 1954 1 105 Fitch Ave interior door casing and jambs, baseboards

Quarters H 1 1954 1 107 Fitch Ave living room and laundry baseboards, bathroom window apron, kitchen door jamb,

kitchen door casing, and exterior electrical conduit Quarters A

1 1954 1 109 Fitch Ave interior walls, closet shelves, and closet shelf supports, exterior doors, jambs, casings, widow casings and sashes

Quarters B 1 1954 1 111 Fitch Ave living room, dining room, and hallway walls, baseboards in living room, dining

room, and bedrooms Quarters I

1 1954 1 113 Fitch Ave laundry room and foyer baseboards, living room and dining room door jambs and casings, and on en exterior pipe

Quarters K 1 1954 1 904 Fitch Ave garage doors, jambs casings, thresholds, and soffit





Number of Units

Assessed



Quarters K 1 1954 1 905 Fitch Ave garage siding

Quarters EB 1 1954 1 60 Forrestal Dr exterior door casing, columns, window sills, and soffit

Quarters EA 1 1954 1 62 Forrestal Dr exterior window sills, casings, columns, fascia, porch trim, laundry room

door Quarters EC

1 1954 1 63 Forrestal Dr kitchen and laundry room walls, exterior door casings, window sills, columns, walls and porch trim.

Quarters EE 1 1954 1 65 Forrestal Dr kitchen walls, laundry room walls, garage walls, exterior window sills,

columns, fascia and porch trim. Quarters 349

1 1954 1 349 Neptune St basement window sashes Topsham – single-family

9 1961 2 220 Congress 230 Congress

exterior door systems, laundry vent, and column base exterior door systems, laundry vent, and column base

Topsham – multi-family 168 1961 6 208 Congress

400 Liberty 405 Liberty 423 Liberty 433 Liberty 470 Liberty

utility room ladder, carport fascia system and carport storage shed door utility room ladder, carport fascia system and carport storage shed door utility room ladder, carport fascia system and carport storage shed door utility room ladder, carport fascia system and carport storage shed door utility room ladder, carport fascia system and carport storage shed door utility room ladder, carport fascia system and carport storage shed door





Number of Units

Assessed



McKeen – single-family 145 1960 7 138 Columbia Ave

142 Columbia Ave 151 Columbia Ave 3 Emanual Dr 39 Emanual Dr 15 Moore Ave 22 Moore Ave

exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors exterior crawlspace louver vents, fascia, and interior garage doors

McKeen – multi-family 86 1960 3 133 Columbia Ave

6 Emanual Dr 41 Emanual Dr

exterior crawlspace louver vents, fascia exterior crawlspace louver vents, fascia exterior crawlspace louver vents, fascia

Sources: Dewberry 2004b Dewberry 2004c Dewberry 2004d Dewberry 2004e Dewberry 2004f



Table 4-16. Radon Screens and Radon Assessment Results

Building Radon

Concentration (pCi/L)

Building Radon


Building Radon


1990 Radon Screening Results 1015A <0.5 1131A <0.5 800B 0.8 1019A <0.5 1133A 0.6 800C 1.3 1025A <0.5 1134A 0.5 801A 2.3 1028A <0.5 1134A <0.5 802A 0.9 1032A <0.5 1136A <0.5 804A 1.6 1034A <0.5 1137A <0.5 807A 1.0 1041A <0.5 1138A <0.5 809A 1.8 1042A <0.5 1140A 0.7 809A 1.3 1052A <0.5 1141A 0.8 810A 1.1 1052A <0.5 162A 3.2 812A 1.1 1059A <0.5 163A 1.4 813A 1.5 1064A 0.6 349A 1.4 813A 1.4 1067A 0.5 790B 0.8 815A 3.1 1075A 0.5 790C 0.8 818A 1.1 1076A 0.5 791A <0.5 820A 2.1 1088A <0.5 791B 1.3 821A 1.1 1093A 0.8 791B 1.2 822A 1.8 1094A 0.5 791C 0.6 824A 2.8 1096A 0.7 792B 0.9 828A 1.1 1097A 0.7 792C 1.0 830A 1.2 1099A 0.9 792C 1.0 831A 1.0 1100A 0.7 793A 0.6 833A 1.3 1103A 1.2 793B 1.3 836A 1.1 1105A 0.6 793C 1.7 838A 1.2 1105A 0.8 794A 0.6 841A 2.2 1108A 0.9 794B 0.8 844A 1.1 1109A <0.5 794C 1.7 844A 1.5 1110A 0.6 795A 1.3 846A 1.1 1111A <0.5 795B <0.5 850A 1.3 1112A <0.5 796A <0.5 854A 0.9 1113A <0.5 796B 1.5 856A 1.2 1115A <0.5 796C 1.3 858A 1.0 1116A 0.5 797A <0.5 861A 1.9 1117A 0.6 797B 0.5 863A 0.7 1117A 0.9 798A <0.5 875A 1.0 1119A 0.5 798B 0.8 876A 0.5 1123A 0.6 798C 1.0 877A 0.8 1124A <0.5 798C 0.8 878A 0.8 1125A 0.7 799A 0.9 879A 0.7 1127A 1.0 799B 0.6 880A 0.9 1128A <0.5 799C 0.9 881A 0.8 882A <0.5 974A 0.5 883A 0.7 976A 0.8 884A 0.7 981A 0.5




Building Radon


Building Radon


Building Radon


1990 Radon Screening Results (continued) 885A 0.7 986A <0.5 886A 0.5 993A <0.5 887A 0.5 A-A 1.8 888A 0.9 D-A 1.2 888A 1.2 E-A 1.4 889A <0.5 EA-A 1.9 890A 0.7 EC-A 2.5 890B <0.5 ED-A 2.0 890B <0.5 EE-A 5.3 891A <0.5 F-A 1.3 892A <0.5 G-A 2.5 893A <0.5 G-A 2.4 894A <0.5 H-A 1.0 895A <0.5 Reception 0.6 896A <0.5 Reception 0.7 896B <0.5 Recreation 0.9 897A <0.5 Room 132 0.9 898A 0.6 Room 132 <0.5 899A <0.5 899A 0.7 900A <0.5 901A 0.6 901B <0.5 902A 0.5 903A <0.5 903B <0.5 904A 5.1 905A 0.8 907A 0.7 914A <0.5 943A <0.5 944A <0.5 953A <0.5 957A <0.5 957A <0.5 964A 0.5 964A <0.5

1991-92 Radon Assessment 162 1.6 793F 1.3 802B 0.5 349 0.6 794A 1.0 802B 0.5 827 0.7 794B 0.3 802B 0.7 827 1.3 794C 0.8 803C 1.1 875 0.1 794D 1.1 803C 1.3




Building Radon


Building Radon


Building Radon


1991-92 Radon Assessment (continued) 875 0.5 794E 0.2 804D 0.8 877 0.6 794F 0.6 804D 1.0 878 0.5 795A 0.9 807A 1.1 879 0.1 795B 0.2 807A 1.2 880 0.4 796A 0.4 807A 0.8 881 0.3 796C 0.7 807A 1.1 882 0.1 796D 1.2 807D 1.1 882 0.3 796E 0.2 807D 1.2 886 0.5 796F 0.3 807D 0.5 886 0.2 797A 0.5 807D 1.6 887 0.2 797B 0.2 807E 1.2 887 0.5 797C 0.3 807E 0.8

790A 0.5 797E 0.4 807E 0.6 790B 0.1 797F 0.9 807E 1.1 790C 0.2 798A 0.8 808A 0.4 790D 0.2 798B 0.4 808A 0.7 790E 0.6 798C 0.4 808A 0.9 790F 0.5 798D 0.5 808A 0.7 791B 0.5 798E 0.1 808A 0.4 791C 0.4 798F 0.4 808A 0.5 791D 0.9 799A 0.4 808A 0.7 791E 0.7 799B 0.5 808A 0.5 791F 0.3 799C 0.4 808A 0.9 792A 0.9 799D 0.1 808A 0.9 792B 0.4 799E 0.5 808C 0.9 792C 0.8 799F 0.6 808C 0.6 792D 1.6 800A 0.6 808C 1.1 792E 0.1 800B 0.3 808C 0.9 792F 1.2 800C 0.3 808C 0.7 792F 1.3 800D 0.2 808C 0.4 793A 0.5 800E 0.1 808C 0.5 793B 0.4 800F 0.3 821A 1.0 793C 0.2 801A 0.5 821A 1.1 793D 0.6 801A 0.8 821A 0.9 793F 0.3 801A 0.6 821A 0.8 821A 0.9 846A 0.1 849E 0.8 821A 0.8 846A 1.4 851A 0.3 823C 0.8 846A 1.0 851A 0.7 823C 0.8 846A 0.7 851A 0.3 824A 0.9 846A 0.8 851B 0.6 824A 1.1 846A 0.4 851B 0.7 824B 1.2 846C 0.7 851B 1.1 824B 0.8 846C 1.0 851B 1.2 824C 2.0 846C 0.4 851D 0.7




Building Radon


Building Radon


Building Radon


1991-92 Radon Assessment (continued) 824C 0.8 846C 0.8 851E 0.5 831A 0.7 846C 1.0 851E 1.1 831A 1.1 846C 0.7 851F 1.3 831A 0.6 846C 0.4 851F 1.0 831A 1.0 846C 0.8 851G 0.9 831A 0.5 846C 0.5 851G 0.6 831A 0.5 846C 0.8 851H 0.6 831A 1.1 848C 1.6 851H 0.8 831A 0.3 848C 0.8 851H 1.5 831D 0.7 848C 1.1 852C 0.9 831D 1.3 848C 1.4 852C 0.8 833A 1.0 848C 0.8 852C 1.3 835A 0.5 848C 1.2 852D 0.6 835B 1.1 848E 0.9 852D 1.1 835B 1.0 848E 0.9 852D 2.1 836A 0.7 848E 0.6 853A 0.8 836B 0.8 848E 0.9 853A 0.7 837B 0.6 848F 0.6 853A 1.1 839A 1.4 848F 1.2 853B 0.9 839A 1.4 848F 1.0 853B 0.7 842A 0.7 849A 0.6 853B 2.0 842A 0.8 849A 0.4 854A 0.5 842A 1.2 849A 0.4 854A 0.6 842A 0.5 849A 1.1 854B 0.8 842A 1.3 849A 1.0 854B 0.7 845A 0.6 849A 0.6 854B 0.5 845A 0.9 849D 0.7 854B 1.0 845A 0.8 849D 0.6 855A 0.8 845A 0.6 849D 1.2 855A 0.4 845A 0.6 849E 0.6 855A 1.4 845A 1.0 849E 0.7 855B 0.5 845A 0.6 849E 0.5 855B 0.7 855B 1.0 862A 0.7 E 1.5 856A 0.9 862A 0.7 EA 1.4 856A 1.0 862B 0.6 EA 1.6 856A 0.8 863A 0.8 EB 1.1 857B 0.8 863A 0.6 EC 1.4 857B 0.6 863B 0.5 ED 1.3 857C 0.5 863B 0.7 EE 1.1 857C 0.4 865B 0.7 G 0.4 857C 1.1 865B 0.6 H 1.2 858A 0.7 889A 0.2 I 1.4 858A 1.2 889B 0.2 B 0.5 858B 0.5 889B 0.2 D 0.8




Building Radon


Building Radon


Building Radon


1991-92 Radon Assessment (continued) 858B 0.6 890A 0.2 858B 0.9 890B 0.2 858C 0.7 891B 0.1 858D 0.6 892A 0.1 858E 0.6 892B 0.1 858E 0.5 893A 0.1 858F 0.8 893B 0.1 859A 0.7 894B 0.1 859A 0.8 895A 0.1 859A 0.9 895A 0.6 859A 0.9 895B 0.2 859A 1.2 895B 0.3 859A 0.7 896B 0.1 859A 0.7 896B 0.3 859A 0.5 897A 0.2 859B 0.8 897A 0.7 859B 0.5 898A 0.3 859B 1.0 898B 0.4 859C 0.4 899A 0.2 859C 0.7 899B 0.3 859C 1.1 900A 0.2 860A 0.7 900B 0.1 861A 0.2 901A 0.2 861A 1.2 901B 0.3 861A 1.1 902B 0.2 861A 0.7 902B 0.6 861B 0.4 903A 0.3 861B 0.8 903B 0.2

Source: NAS Brunswick Radon Assessment Table 12-Dec-97



Table 4-17. 2004/2005 Emission Source List (as of October 2005)

Status NASB # Building # Location Description Source Type Fuel/Material Size Capacity Comments Regulatory Citation (E & I Sources)

I A1.2 1 HANGAR 1 NO Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.


I A1.4 1 HANGAR 1 NO Above Ground Storage Tank #1 OIL 15,000 gallons

I A1.0 1 HANGAR 1 SO Above Ground Storage Tank WASTE OIL 500 gallons Appendix B Chapter 140 B. 11.


1 Hangar 1 Boiler Natural Gas/Fuel Oil 5,500,000 BTU/hr Appendix B Chapter 140 B. 6.



O VP92 1 Hangar 1N Degreaser PD-680 Type 2 1.90 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I VP92 1 Hangar 1N Degreaser Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

R A3.0 3 HANGAR 3 Above Ground Storage Tank WASTE OIL 250 gallons Building Demolished in 04/05 Appendix B Chapter 140 B. 11.

R A3.1 3 HANGAR 3 Above Ground Storage Tank WASTE OIL 250 gallons Building Demolished in 04/05 Appendix B Chapter 140 B. 11.

R A3.2 3 HANGAR 3 Above Ground Storage Tank #1 OIL 15,000 gallons Building Demolished in 04/05

R 3 Hangar 3 Boiler Natural Gas/Fuel Oil 5,250,000 BTU/hr Building Demolished in 04/05 Appendix B Chapter 140 B. 6.



I A5.6 5 HANGAR 5 EAST (GEN) Above Ground Storage Tank DIESEL 1,000 gallons Appendix B Chapter 140 B. 11.











5 Hangar 5 Boiler Fuel Oil/Diesel 1,000,000 BTU/hr PVI Pressure Vessel; Hot Water Appendix B Chapter 140 B. 6.

5 Hangar 5 Boiler Fuel Oil 623,000 BTU/hr Hot Water Appendix B Chapter 140 B. 6.

5 Hangar 5 Boiler Waste Oil 425,000 BTU/hr 425 MMBTU/hr Output; Waste Oil Appendix B Chapter 140 B. 6.

R 3 5 Hangar 5 Emergency Generator Diesel 115 kW 529,325 BTU/hr Removed in Aug 04 (Cummins 83) Appendix B Chapter 140 B. 5.

I 58 5 Hangar 5 Emergency Generator Diesel 300 kW Appendix B Chapter 140 B. 5.

6 Hangar 6 Boiler Natural Gas 3,010,000 BTU/hr Appendix B Chapter 140 B. 6.







6 Hangar 6 Boiler Natural Gas 540,000 BTU/hr Water Heater Appendix B Chapter 140 B. 6.

6 Hangar 6 Boiler Natural Gas 540,000 BTU/hr Water Heater Appendix B Chapter 140 B. 6.

O 6 Hangar 6 VPU-1 Edge Sander/Mill Drill DUSTVENT, Inc w/ 55-gal drum Appendix B Chapter 140 A. 58 & 15.

53 6 Hangar 6 Emergency Generator Natural Gas 230 kW

I 6 Hangar 6 Fuel Tank Exhaust Fans Exhaust 3 Tank Exhaust Fans 2000 CFM ea

I 6 Hangar 6 Heaters Natural Gas 48 72-MBH Radiant Heaters

6 Hangar 6 Make-up Air Unit Natural Gas 10,000,000 BTU/hr MAU 1




I 6 Hangar 6 Make-up Air Unit Natural Gas 411,000 BTU/hr Appendix B Chapter 140 B. 6.

I 6 Hangar 6 VPU-1 Paint Booth Aerosol Paints 1250 CFM Exhaust; Global

O 6 Hangar 6 VP-26 Paint Booth Paints 1250 CFM Exhaust; Global

I 6 Hangar 6 T-LINE Degreaser Water Mit-M-Corp GC02 Spray Washer Appendix B Chapter 140 B. 1. & B. 2.

E Rangeley 8 Rangeley Boiler Kerosene 81 tBTU A128006 Appendix B Chapter 140 B. 6.

I A9.0 9 VPU-1 OVERFLOW (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I 9 HGR 1 Occupants Boiler OIL 150,000 BTU/hr Appendix B Chapter 140 B. 6.

I A11.0 11 NEX Above Ground Storage Tank #1 OIL 3,000 gallons Appendix B Chapter 140 B. 12.

I A11.1 11 NEX Above Ground Storage Tank COOKING GR 250 gallons Appendix B Chapter 140 B. 11.

I 11 NEX RETAIL COMPLEX Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Appendix B Chapter 140 B. 6.

I 11 NEX RETAIL COMPLEX Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Appendix B Chapter 140 B. 6.

I 11 NEX RETAIL COMPLEX Fugitives Miscellaneous Materials Appendix B Chapter 140 A. 16. & 17.

I A19.1 19 CARPENTER SHOP Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I A19.2 19 CARPENTER SHOP Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I A19.3 19 CARPENTER SHOP Above Ground Storage Tank WASTE OIL 275 gallons Appendix B Chapter 140 B. 11.

I 19 CARPENTER SHOP Boiler Natural Gas 200,000 BTU/hr Appendix B Chapter 140 B. 6.


I 19 CARPENTER SHOP Boiler Kerosene 145,000 BTU/hr Appendix B Chapter 140 B. 6.


I 19 CARPENTER SHOP Boiler Kerosene 145,000 BTU/hr Appendix B Chapter 140 B. 6.

I 19 CARPENTER SHOP Emergency Generator (portable) DIESEL 5 kW Portable Master MGH 5000CI Appendix B Chapter 140 B. 5.

I 19 PW HUT Emergency Generators (portable) DIESEL 5 kW 6 Portable 3-12 kW Appendix B Chapter 140 B. 5.

E 19 CARPENTER SHOP Fugitives Miscellaneous Paints Incl. Paint Sprayer; Facility Maint. Appendix B Chapter 140 A. 12.





I 19 CARPENTER SHOP Portable Heater Propane 100,000 BTU/hr Reddy Pro 100 portable heater Appendix B Chapter 140 B. 6.

I 19 PW HUT Portable Heaters Propane 100,000 BTU/hr 2 Reddy Pro 100 portable heaters Appendix B Chapter 140 B. 6.

E 19 CARPENTER SHOP Woodshop w/Cyclone Wood 5 saws, 4 grinders, planar, sander Appendix B Chapter 140 A. 58.

I A20.0 20 COMMUNITY FACILITIES Above Ground Storage Tank #1 OIL 3,000 gallons Appendix B Chapter 140 B. 12.

I 20 COMMUNITY FACILITIES Boiler Natural Gas/Fuel

Oil 646,000 BTU/hr Appendix B Chapter 140 B. 6.

I 20 COMMUNITY FACILITIES Boiler Natural Gas/Fuel


I 21 DAYCARE CTR Boiler Natural Gas 240,000 BTU/hr Appendix B Chapter 140 B. 6.

I 21 DAYCARE CTR Boiler Natural Gas 240,000 BTU/hr Appendix B Chapter 140 B. 6.

I 23 CARWASH Boiler Natural Gas 286,000 BTU/hr Appendix B Chapter 140 B. 6.

I 24 PSD Boiler Natural Gas 241,000 BTU/hr Appendix B Chapter 140 B. 6.

I 24 PSD Boiler Natural Gas 241,000 BTU/hr Appendix B Chapter 140 B. 6.

I A25.0 25 FITNESS CENTER Above Ground Storage Tank #1 OIL 3,000 gallons Appendix B Chapter 140 B. 12.

I 25 FITNESS CENTER Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Appendix B Chapter 140 B. 6.

25 FITNESS CENTER Boiler Natural Gas 1,200,000 BTU/hr PVI Industries; Water Heater Appendix B Chapter 140 B. 6.

I 25 FITNESS CENTER Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Appendix B Chapter 140 B. 6.

E 25 FITNESS CENTER Fugitives Miscellaneous Materials paint locker---fugitive emissions Appendix B Chapter 140 A. 16. & 17.

I 26 DAY CARE CENTER Boiler Natural Gas 241,000 BTU/hr Appendix B Chapter 140 B. 6.

I 26 DAY CARE CENTER Boiler Natural Gas 241,000 BTU/hr Appendix B Chapter 140 B. 6.

I 26 DAY CARE CENTER Boiler Natural Gas 46,000 BTU/hr Gas Water Heater Appendix B Chapter 140 B. 6.

I A27.0 27 FSC Above Ground Storage Tank #1 OIL 1,000 gallons Appendix B Chapter 140 B. 11.

I 27 FAMILY SERVICE CENTER Boiler Natural Gas/Fuel


I A29.4 29 Auto Hobby Shop Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

I A29.3 29 Auto Hobby Shop Above Ground Storage Tank WASTE OIL 500 gallons Appendix B Chapter 140 B. 11.

I 29 Auto Hobby Shop Antifreeze Drum Rack Glycol Antifreeze 110 gallons Two 55-gal Drums on Rack Appendix B Chapter 140 B. 1. & B. 2.

E 29 Auto Hobby Shop Antifreeze Recycler Glycol Antifreeze Appendix B Chapter 140 B. 1. & B. 2.

E 29 Auto Hobby Shop Autoshop Exhaust 9 Bays Appendix B Chapter 140 A. 22.

E 29 Auto Hobby Shop Blast Booth Glove Box Appendix B Chapter 140 A. 58.

I 29 Auto Hobby Shop Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Appendix B Chapter 140 B. 6.

I 29 Auto Hobby Shop Degreaser Nat-50 Nat Orange 2.50 ft2 Brake Washer Appendix B Chapter 140 B. 1. & B. 2.

I 29 Auto Hobby Shop Degreaser Nat-50 Nat Orange/Antifoam 30.00 ft2 Jet Washer Appendix B Chapter 140 B. 1. & B. 2.

E 29 Auto Hobby Shop Fugitives Miscellaneous Appendix B Chapter 140 A. 22.

E 29 Auto Hobby Shop Parts Grinder/Drill/Hand Tools Includes Saws, Battery Chargers Appendix B Chapter 140 A. 58 & 15.

E 29 Auto Hobby Shop Ski Tuning Machine Polal Chip 1.50 ft2 Ski Smoothing; Fontaine Model 1404 Appendix B Chapter 140 B. 1. & B. 2.





Coolant&Rust Inhibitor

E 29 Auto Hobby Shop Smoothing Machine Polal Chip

Coolant&Rust Inhibitor

1.50 ft2 Snowboards; Self-contained Appendix B Chapter 140 B. 1. & B. 2.

I 29 Auto Hobby Shop Welding Activities Welding Rods Mild Steel; MIG FP200

I 31 NAVY LODGE Boiler Natural Gas 190,000 BTU/hr Appendix B Chapter 140 B. 6.

I 31 NAVY LODGE Boiler Natural Gas 190,000 BTU/hr Appendix B Chapter 140 B. 6.

O A32.1 32 SUPPLY - FF BLDG Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

I 32 FUEL FARM Boiler Kerosene 90,000 BTU/hr Appendix B Chapter 140 B. 6.

I A34.0 34 DYER'S GATE Above Ground Storage Tank DIESEL 100 gallons Installed in 04 Appendix B Chapter 140 B. 11.

I 36 Dyer's Gate Heaters Natural Gas Six 45.9 MHU Output Infrared Appendix B Chapter 140 B. 6.

I A37.0 37 NIS OFFICE (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I 37 NIS Boiler Kerosene 123,000 BTU/hr Appendix B Chapter 140 B. 6.

I 38 Main Gate - Pass & ID Furnace Natural Gas 40,000 BTU/hr Two 40 MHU Output Furnaces Appendix B Chapter 140 B. 6.

I 38 Main Gate - Pass & ID Furnace Natural Gas BTU/hr Two 40-MHU Output Furnaces Appendix B Chapter 140 B. 6.

I A39.2 39 Golf Course Maintenance Above Ground Storage Tank GASOLINE 250 gallons Appendix B Chapter 140 B. 11.

I A39.3 39 GOLF COURSE Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

I A39.1 39 GOLF COURSE (I) Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

I A39.5 39 Golf Course Maintenance Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I 39 Golf Course Maintenance Boiler Kerosene 120,000 BTU/hr Appendix B Chapter 140 B. 6.

I 39 Golf Course Maintenance Degreaser Empty 3.5 gallons Bench Top; Not in Use Appendix B Chapter 140 B. 1. & B. 2.

I 39 Golf Course Maintenance Fuel Dispensing Gasoline

I 39 Golf Course Maintenance Fuel Dispensing Diesel

E 39 Golf Course Maintenance Fugitives Miscellaneous

Materials Includes Pesticides, Oils Appendix B Chapter 140 A. 22.

E 39 Golf Course Maintenance Parts Grinder/Blade Sharpeners w/ Battery Chargers, Compressors Appendix B Chapter 140 A. 15.

I A41.1 41 MOBILE FIRING RANGE Above Ground Storage Tank DIESEL 60 gallons Appendix B Chapter 140 B. 11.

I A41.2 41 SECURITY (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I A41.3 41 SECURITY (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I A41.0 41 SECURITY (I) (GEN) Above Ground Storage Tank DIESEL 275 gallons Appendix B Chapter 140 B. 11.

41 SECURITY Boiler Kerosene 950,000 BTU/hr 1.11 MMBH; replaced nozzle in 00 Appendix B Chapter 140 B. 6.

I 33 41 SECURITY (I) Emergency Generator Diesel 45 kW 153,675 BTU/hr Caterpillar - 1992 Appendix B Chapter 140 B. 5.

O 41 SECURITY Mobile Firing Range for Handguns/Rifles Green Bullets 98.5% HEPA Filter Removed Appendix B Chapter 140 B. 1. & B. 2.

E 43 PW Fire Alarm Fugitives Miscellaneous Materials Facility Maint; Includes soldering iron Appendix B Chapter 140 A. 12.





I A45.4 45 HAZ WASTE FACILITY Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I A45.1 45 HAZ WASTE STORAGE Above Ground Storage Tank WASTE OIL 1,000 gallons Appendix B Chapter 140 B. 11.

I A45.2 45 HAZ WASTE STORAGE Above Ground Storage Tank WASTE OIL 1,000 gallons Appendix B Chapter 140 B. 11.

I A45.3 45 HAZ WASTE STORAGE Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.

I 45 HAZWASTE Storage Boiler Kerosene 156,000 BTU/hr Appendix B Chapter 140 B. 6.

I A50.0 50 TREATMENT PLANT Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

I A50.2 50 TREATMENT PLANT (EA) Above Ground Storage Tank DIESEL 100 gallons Appendix B Chapter 140 B. 11.

I A50.1 50 TREATMENT PLANT (GEN) Above Ground Storage Tank DIESEL 138 gallons Appendix B Chapter 140 B. 11.

S 50 Groundwater Treatment Plant Air Stripping Fugitives Miscellaneous Groundwater Treatment Plant

I 50 Groundwater Treatment Plant Boiler Kerosene 275,000 BTU/hr Appendix B Chapter 140 B. 6.

I 43 50 Groundwater Treatment Plant Emergency Generator Diesel 10.5 kW 35,858 BTU/hr Lister-Petter - 1998 Appendix B Chapter 140 B. 5.

O 50 Groundwater Treatment Plant Groundwater Treatment Plant Metal Sludge Landfill/Groundwater Contamination Appendix B Chapter 140 B. 22.

I 50 Groundwater Treatment Plant Miscellaneous Miscellaneous

I 51 New HAZWASTE Bldg Boiler Natural Gas 154,000 BTU/hr New Bldg in 04/05; Also 2 66-MBH Appendix B Chapter 140 B. 6.

I 53 PUBLIC WORKS Boiler Natural Gas 250,000 BTU/hr Appendix B Chapter 140 B. 6.


I 54 FASO Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I A54.0 54 FASO Above Ground Storage Tank #2 OIL 12,000 gallons

54 FASO Boiler Natural Gas/Fuel Oil 2,200,000 BTU/hr Appendix B Chapter 140 B. 6.

I 55 New Security Boiler Natural Gas 125,000 BTU/hr Building Renovated in 04/05 Appendix B Chapter 140 B. 6.




I 57 Beacon Above Ground Storage Tank DIESEL 100 gallons Size Unknown; Generator Appendix B Chapter 140 B. 11.

I 57 Beacon Emergency Generator Diesel 13 kW Olympian Appendix B Chapter 140 B. 5.

I A58.0 58 TACAN Above Ground Storage Tank DIESEL 300 gallons Generator Appendix B Chapter 140 B. 11.

I 58 TACAN Emergency Generator Diesel 40 kW Appendix B Chapter 140 B. 5.

I 58 TACAN Heaters Electric BTU/hr 2 14.5-MBH HVAC & 2 26.5-MBH Appendix B Chapter 140 B. 6.

I A77.0 77 MAG AREA (V) Above Ground Storage Tank #2 OIL 500 gallons Appendix B Chapter 140 B. 11.

I 77 WEAPONS BUILDUP SHOP Boiler Kerosene 275,000 BTU/hr Appendix B Chapter 140 B. 6.

I A78.0 78 GOLF COURSE Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.

I 78 GOLF CLUB HOUSE Boiler Kerosene 140,000 BTU/hr Appendix B Chapter 140 B. 6.

E A80.4 80 GARAGE Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.





E A80.2 80 GARAGE (INSIDE) Above Ground Storage Tank LUBE OIL 55 gallons Appendix B Chapter 140 B. 11.

E A80.3 80 MAIN GEN BLDG (INSIDE) Above Ground Storage Tank LUBE OIL 55 gallons Appendix B Chapter 140 B. 11.

E 7836821 80 Rangeley Boiler Kerosene Appendix B Chapter 140 B. 6.

I A81.0 81 HAZMAT STORAGE Above Ground Storage Tank #1 OIL 2,500 gallons Appendix B Chapter 140 B. 12.

I 81 HAZMAT Boiler Natural Gas/Fuel Oil 644,000 BTU/hr Appendix B Chapter 140 B. 6.

I 81 HAZMAT Boiler Natural Gas/Fuel Oil 644,000 BTU/hr Appendix B Chapter 140 B. 6.

E A82.0 82 CPD-BLOCKHOUSE Above Ground Storage Tank #1 OIL 1,000 gallons Appendix B Chapter 140 B. 11.

E Rangeley 82 Rangeley Boiler Kerosene 7921-5P2 Appendix B Chapter 140 B. 6.

I 86 GSE Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I A86.10 86 GSE Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I A86.11 86 GSE Above Ground Storage Tank #1 OIL 4,000 gallons Appendix B Chapter 140 B. 12.

E A86.8 86 GSE Above Ground Storage Tank LUBE/HYD 70 gallons Appendix B Chapter 140 B. 11.

I A86.9 86 GSE (GEN) Above Ground Storage Tank DIESEL 100 gallons Appendix B Chapter 140 B. 11.

E A86.1 86 GSE (I) Above Ground Storage Tank LUBE/HYD 70 gallons Appendix B Chapter 140 B. 11.







I 86 GSE (I) Above Ground Storage Tank Antifreeze 70 gallons On Drum Rack Appendix B Chapter 140 B. 11.

I A86.12 86 GSE A/C DEICING FACILITY Above Ground Storage Tank WASTE

GLYCOL 90,000 gallons

E 86 GSE Antifreeze Recycler Antifreeze DMI 5514 Appendix B Chapter 140 A. 22.

E 86 GSE Autoshop Exhaust 2 Bays Appendix B Chapter 140 A. 22.

E 86 W/C 900 Blast Booth (large) Aluminum Oxide Hoffman Collection System Appendix B Chapter 140 A. 58.

E 86 W/C 900 Zero Mfr Blast Booth (small) Steel Oxide Drum Collection Appendix B Chapter 140 A. 58.

86 GSE Boiler Natural Gas/Fuel Oil 3,000,000 BTU/hr Appendix B Chapter 140 B. 6.



E 86 GSE CFC Recovery/Recycling Units (2) CFC-22 Appendix B Chapter 140 A. 22.

I 900 86 GSE Degreaser Water Only 1.00 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 900 86 GSE Degreaser T-N-T 300-361 3.61 ft2 Brake Washer Appendix B Chapter 140 B. 1. & B. 2.

I 900 86 GSE Degreaser Nat-50 Nat Orange/Antifoam 30.00 ft2 Jet Washer Appendix B Chapter 140 B. 1. & B. 2.





I 900 86 GSE Degreaser Water/MA-102 N/A ft2 Steam Washer Appendix B Chapter 140 B. 1. & B. 2.

I 900 86 GSE Degreaser EP-921 N/A ft2 Spray Gun Washer Appendix B Chapter 140 B. 1. & B. 2.

I 86 Ground Support Equipment Deicing Operations - Aircraft Propylene Glycol Appendix B Chapter 140 B. 1.

I 31 86 GSE Emergency Generator Diesel 80 kW 273,200 BTU/hr ONAN Cummins - 1993 Appendix B Chapter 140 B. 5.

86 W/C 900 Binks Paint Booth Epoxy Paints With Filtering System

I 86 GSE (DEICE) Under Ground Storage Tank Propylene Glycol 10,000 gal Appendix B Chapter 140 B. 12.

I 86 GSE (DEICE) Under Ground Storage Tank Propylene Glycol 10,000 gal Appendix B Chapter 140 B. 12.

I 86 GSE Welding Activities Welding Rods

I 87 ASWOC Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I 87 MOCC Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I A973639129 87 MAFT Emergency Generator Diesel 8 kW 27,320 BTU/hr Generator in MAFT Appendix B Chapter 140 B. 5.

I 83530293 87 MOCC Emergency Generator Diesel 5 kW 17,075 BTU/hr Portable/5kW Coleman Powermate Appendix B Chapter 140 B. 5.

I 3131 87 MOCC Emergency Generator Diesel 20 kW 68,300 BTU/hr Portable/20kW HATZ Appendix B Chapter 140 B. 5.

I 3142 87 MOCC Emergency Generator Diesel 20 kW 68,300 BTU/hr Portable/20kW HATZ Appendix B Chapter 140 B. 5.

I E860822584 87 MOCC Emergency Generator Diesel 12 kW 40,980 BTU/hr Portable/12kW ONAN Appendix B Chapter 140 B. 5.

I L900360445 87 MOCC Emergency Generator Diesel 12 kW 40,980 BTU/hr Portable/12kW ONAN Appendix B Chapter 140 B. 5.

E A89.3 89 FIREHOUSE Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E A89.4 89 FIREHOUSE (BEHIND) Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

E Rangeley 89 Rangeley Boiler Kerosene 185 tBTU #1508050293 Appendix B Chapter 140 B. 6.

I 102 Small Arms Range Boiler Natural Gas 100,000 BTU/hr Ouput; Also 2 31-MBH HVAC Appendix B Chapter 140 B. 6.

I 102 Small Arms Range Make-up Air Unit Natural Gas mBTU 1,500,000 BTU/hr Appendix B Chapter 140 B. 6.

I 102 Small Arms Range Small Arms Range Lead Bullets 99.97% HEPA Filtering; Oct 04 Op Appendix B Chapter 140 B. 1. & B. 2.

I 103 New Dog Kennel Boiler Natural Gas 60,000 BTU/hr Also 2 HVAC (37.8 &18.4 MHU) Appendix B Chapter 140 B. 6.

I 103 New Dog Kennel Make-up Air Unit Natural Gas 125,000 BTU/hr Appendix B Chapter 140 B. 6.

O A109.0 109 KENNEL Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.

I 109 DOG KENNEL Boiler OIL 77,000 BTU/hr Appendix B Chapter 140 B. 6.

E Rangeley 116 Rangeley Boiler Kerosene 175 tBTU 96141039 Appendix B Chapter 140 B. 6.

I 117 Military Gas Station Fuel Dispensing Gasoline Stage I and II VRS

I 117 Military Gas Station Fuel Dispensing Gasoline Stage I and II VRS

I 117 Military Gas Station Fuel Dispensing Diesel

I 117 Military Gas Station Under Ground Storage Tank Unleaded Gasoline 20,000 gal Appendix B Chapter 140 B. 1. & B. 2.

I 117 Military Gas Station Under Ground Storage Tank Unleaded Gasoline 20,000 gal Appendix B Chapter 140 B. 1. & B. 2.

I 117 Military Gas Station Under Ground Storage Tank Diesel 10,000 gal Appendix B Chapter 140 B. 12.

I 150 NAGE/NAR/Legal Boiler Natural Gas/Fuel Oil 529,000 BTU/hr Appendix B Chapter 140 B. 6.





I 151 Naval Reserve Center Boiler Natural Gas 203,000 BTU/hr Appendix B Chapter 140 B. 6.






I A153.0 153 RECYCLING BLDG (I) Above Ground Storage Tank #2 OIL 550 gallons Appendix B Chapter 140 B. 11.

I A153.1 153 RECYCLING BLDG (I) Above Ground Storage Tank #2 OIL 550 gallons Appendix B Chapter 140 B. 11.

I A153.2 153 RECYCLING BLDG (I) Above Ground Storage Tank WASTE OIL 250 gallons Work Bench AST Appendix B Chapter 140 B. 11.

I 153 RECYCLING Boiler Kerosene 145,000 BTU/hr Building Renovated in 04 Appendix B Chapter 140 B. 6.

I 153 RECYCLING Boiler Kerosene 145,000 BTU/hr Building Renovated in 04 Appendix B Chapter 140 B. 6.

I 153 RECYCLING Furnace Waste Oil BTU/hr Bldg Renov in 04; EnergyLogic 340 Appendix B Chapter 140 B. 6.

I A200.0 200 AIROPS (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I A200.1 200 AIROPS Above Ground Storage Tank #1 OIL 3,000 gallons Appendix B Chapter 140 B. 12.

I 200 CONTROL TOWER Boiler Natural Gas/Fuel Oil 646,000 BTU/hr Appendix B Chapter 140 B. 6.

I 200 CONTROL TOWER Boiler Natural Gas/Fuel Oil 646,000 BTU/hr Appendix B Chapter 140 B. 6.

I 4 200 CONTROL TOWER Emergency Generator Diesel 230 kW 785,450 BTU/hr Mitsubishi - 1999 Appendix B Chapter 140 B. 5.

I 200 Air Operations Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I A201.0 201 NEPTUNE HALL Above Ground Storage Tank COOKING GR 250 gallons Appendix B Chapter 140 B. 11.

I A201.3 201 NEPTUNE HALL Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

I 201 NEPTUNE HALL Boiler Natural Gas 450,000 BTU/hr Water Heater Appendix B Chapter 140 B. 6.

I 201 NEPTUNE HALL Boiler Fuel Oil 450,000 BTU/hr Water Heater; Basement Appendix B Chapter 140 B. 6.

I 201 NEPTUNE HALL Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Boiler Output Appendix B Chapter 140 B. 6.

I 201 NEPTUNE HALL Boiler Natural Gas/Fuel Oil 808,000 BTU/hr Boiler Output Appendix B Chapter 140 B. 6.

I A209.0 209 RIGGERS SHOP (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I A635.14 209 RNMCB-27 Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I 49 209 RIGGERS SHOP (GEN) Emergency Generator Diesel 400 kW 1,366,000 BTU/hr Cummins - 2001 Appendix B Chapter 140 B. 5.

211 FITNESS TRACK Boiler Natural Gas/Fuel Oil 5,500,000 BTU/hr Cleaver Brooks Appendix B Chapter 140 B. 6.

211 FITNESS TRACK Boiler Natural Gas/Fuel Oil 5,500,000 BTU/hr Cleaver Brooks Appendix B Chapter 140 B. 6.

211 FITNESS TRACK Boiler Natural Gas/Fuel Oil 6,200,000 BTU/hr York Shipley Appendix B Chapter 140 B. 6.

I 211 FITNESS TRACK/HOUSING Boiler Natural Gas/Fuel

Oil 562,000 BTU/hr Removed from B225 in 04 Appendix B Chapter 140 B. 6.

I 211 FITNESS TRACK Boiler Natural Gas/Fuel Oil 562,000 BTU/hr Removed from B225 in 04 Appendix B Chapter 140 B. 6.

I 211 FITNESS TRACK Boiler Natural Gas/Fuel 562,000 BTU/hr Removed from B225 in 04 Appendix B Chapter 140 B. 6.





Oil

E 211 FITNESS TRACK Fugitives Miscellaneous Materials Small Paint Locker Appendix B Chapter 140 B. 1. & B. 2.

I 211 FITNESS TRACK Under Ground Storage Tank No. 2 Fuel Oil 20,000 gal Appendix B Chapter 140 B. 1. & B. 2.

I 211 FITNESS TRACK Under Ground Storage Tank No. 2 Fuel Oil 20,000 gal Appendix B Chapter 140 B. 1. & B. 2.

I A221.0 221 THRIFT SHOP (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I 221 THRIFT SHOP Boiler Kerosene 80,000 BTU/hr Appendix B Chapter 140 B. 6.

I 223 NMCI Boiler Natural Gas 136,000 BTU/hr Appendix B Chapter 140 B. 6.

E A225.1 225 TRANS GARAGE (I) Above Ground Storage Tank LUBE OIL 275 gallons Appendix B Chapter 140 B. 11.

E A225.2 225 TRANS GARAGE (I) Above Ground Storage Tank LUBE OIL 55 gallons To Be Demo Appendix B Chapter 140 B. 11.

E A225.4 225 TRANS GARAGE (I) Above Ground Storage Tank LUBE OIL 55 gallons To Be Demo Appendix B Chapter 140 B. 11.

R A225.5 225 TRANS GARAGE Above Ground Storage Tank WASTE OIL 250 gallons Moved To Bldg 225 Appendix B Chapter 140 B. 11.

I A225.6 225 TRANS GARAGE Above Ground Storage Tank #1 OIL 3,000 gallons Appendix B Chapter 140 B. 12.

E 225 PW Transportation Shop Autoshop - Cars Exhaust 6 Bays To Be Demo Appendix B Chapter 140 A. 22.

R 225 PW Transportation Shop Boiler Natural Gas 562,000 BTU/hr Removed in 04 Appendix B Chapter 140 B. 6.



O 225 PW Transportation Shop Degreaser Reflect N/A Pressure Washer; To Be Removed Appendix B Chapter 140 B. 1. & B. 2.

O 225 PW Transportation Shop Degreaser T-N-T 300-361 3.61 ft2 To Be Removed Appendix B Chapter 140 B. 1. & B. 2.

O 225 PW Transportation Shop Degreaser Nat-50 Nat Orange/Antifoam 30.00 ft2 Jet Washer; To Be Demo Appendix B Chapter 140 B. 1. & B. 2.

I 226 SEA-CADET Boiler Natural Gas 164,000 BTU/hr Appendix B Chapter 140 B. 6.

I A227.0 227 ANT SITE #1 (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 12 227 ANT SITE #1 (GEN) Emergency Generator Diesel 50 kW 170,750 BTU/hr Generac - 1999 Appendix B Chapter 140 B. 5.

I A229.1 229 GCA HARDSTAND (GEN) Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

I 13 229 GCA HARDSTAND (GEN) Emergency Generator Diesel 50 kW 170,750 BTU/hr Generac - 1999 Appendix B Chapter 140 B. 5.

I 231 New Control Tower Air Handling Units Natural Gas BTU/hr 5 <265-MHU Heat; 2 379-MBH Cool Appendix B Chapter 140 B. 6.

I 231 New Control Tower Boiler Natural Gas 483,000 BTU/hr Net; Burnham Cast Iron; 300-606 MBH Appendix B Chapter 140 B. 6.

I 231 New Control Tower Boiler Natural Gas 483,000 BTU/hr Net; Burnham Cast Iron; 300-606 MBH Appendix B Chapter 140 B. 6.

I 231 New Control Tower Water Heater Natural Gas 150,000 BTU/hr ULTRA FORCE, 100 gal Appendix B Chapter 140 B. 6.

I 57 231 CONTROL TOWER Emergency Generator Natural Gas 350 kW AGE01089 Appendix B Chapter 140 B. 5.

I 231 New Control Tower Heaters Natural Gas BTU/hr 5 <17.6-MHU Unit Heaters Appendix B Chapter 140 B. 6.

250 AIMD Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

E 250 W/C 60A 2 Oven Units (small) Alliance w/ Vent; SUN-DEL Forced Appendix B Chapter 140 A. 96.

I A250.0 250 AIMD (PWR PLANTS) (I) Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I A250.2 250 BLDG 250 Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.





I A250.3 250 BLDG 250 Above Ground Storage Tank #1 OIL 20,000 gallons

I A250.4 250 BLDG 250 (GEN) Above Ground Storage Tank DIESEL 1,000 gallons Appendix B Chapter 140 B. 11.

E 250 W/C 620 Battery Locker Lead Acid Appendix B Chapter 140 A. 71.

E 250 W/C 520 Empire Blast Booth Aluminum Oxide With Collection System Appendix B Chapter 140 A. 58.

E 250 W/C 710 Zero Mfg. Blast Booth Aluminum Oxide With Collection System Appendix B Chapter 140 A. 58.

E 250 W/C 60A Zero Mfg. Blast Booth (large) Plasti-Grit Type V With Collection System Appendix B Chapter 140 A. 58.

E 250 W/C 60A SS White Tech. Blast Booth (small) Sodium

Bicarbonate With Collection System Appendix B Chapter 140 A. 58.

250 BUILDING 250 Boiler Natural Gas/Fuel Oil 6,000,000 BTU/hr Appendix B Chapter 140 B. 6.



I 250 QUARTERDECK Boiler Natural Gas 80,000 BTU/hr Appendix B Chapter 140 B. 6.

I 250 ROOF B-250 Boiler Natural Gas 203,000 BTU/hr Appendix B Chapter 140 B. 6.




I 411 250 AIMD Degreaser Electron 6.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 414 CER 250 AIMD Degreaser Electron 6.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 414 RGB 250 AIMD Degreaser Breakthrough 16.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 414 RGB 250 AIMD Degreaser Nat-50 Nat Orange/Antifoam 30.00 ft2 Jet Washer Appendix B Chapter 140 B. 1. & B. 2.


I 430 250 AIMD Degreaser Envirosolv Crx/Water 2.56 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 51B 250 AIMD Degreaser EP-921 N/A ft2 Spray Gun Washer Appendix B Chapter 140 B. 1. & B. 2.

I 51E 250 AIMD Degreaser Electron 6.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 51E 250 AIMD Degreaser Nat-50 Nat Orange/Antifoam 30.00 ft2 Jet Washer Appendix B Chapter 140 B. 1. & B. 2.

I 51E 250 AIMD Degreaser Electron 6.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 60A 250 AIMD Degreaser Non-Ionic GP (Detergent) 2.08 ft2 Aqua Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 60A 250 AIMD Degreaser Isopropyl Alcohol 0.63 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 60A 250 AIMD Degreaser Arma-Sol/Water N/A ft2 Spray Washer Appendix B Chapter 140 B. 1. & B. 2.

I 60A 250 AIMD Degreaser Arma-Sol/Water N/A ft2 Spray Washer Appendix B Chapter 140 B. 1. & B. 2.

I 60A 250 AIMD Degreaser Non-Ionic GP (Detergent) N/A ft2 Spray Washer Booth Appendix B Chapter 140 B. 1. & B. 2.

I 62B 250 AIMD Degreaser Isopropyl Alcohol 0.31 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 62D 250 AIMD Degreaser Isopropyl Alcohol 0.31 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 800 250 AIMD Degreaser OCC-RTU 1.00 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.





I 800 250 AIMD Degreaser OCC-RTU 1.00 ft2 Ultrasonic Cleaner Appendix B Chapter 140 B. 1. & B. 2.

I 47 250 BUILDING 250 Emergency Generator Diesel 900 kW 3,073,500 BTU/hr Caterpillar - 1984 Appendix B Chapter 140 B. 5.

E 250 W/C 62B Etching System (small) Solder With 2 Heating Units Appendix B Chapter 140 A. 66.

E 250 MWR Fugitives Miscellaneous Materials Appendix B Chapter 140 A. 16. & 17.

O 250 W/C 800 Getz Manu. Halon Recovery System Halon 1301 No Longer Filling A/C Bottles

E 250 W/C 520 Hydraulic Test Shop MIL-H-46170 4 to 5 hours per day Appendix B Chapter 140 A. 70.

E 250 W/C 51D Machine Shop Lubricants/Oils Drill/Sander Appendix B Chapter 140 A. 15.

250 BUILDING 250 Make-up Air Unit Natural Gas 2,750,000 BTU/hr Appendix B Chapter 140 B. 6.

E 250 W/C 51A Metal Fabrication Oven Unit ACCUTHERM Heat Treat Furnace Appendix B Chapter 140 A. 96.

E 250 W/C 51A Metal Fabrication Shop Drills, saws Appendix B Chapter 140 A. 15.

O 250 W/C 51A Oven Unit To Be Installed; ThermCraft Appendix B Chapter 140 A. 96.

I 250 W/C 51 Binks Paint Booth Paints Walk-In With Filtering System

I 250 W/C 51B Paint Booth Aerosol Paints/Fiberglass DenRay Down Draft Table/Filter

I 250 W/C 60A Binks Paint Booth Aerosol Paints Bench With Filtering System

E 250 W/C 530 Magna Flux Parts Inspection MI-Glow 800 Appendix B Chapter 140 A. 70.

E 250 W/C 530 Zyglo Parts Inspection FP95 Penetrant Appendix B Chapter 140 A. 70.

E 250 W/C 430 ACL Tech. Propeller Shop MIL-H-6083 75 gallons Appendix B Chapter 140 A. 70.

E 250 W/C 51A Tire Rim Oven Unit Tire Rim Curing Oven Appendix B Chapter 140 A. 96.

I 250 AIMD Welding Activities Welding Rods welding/grinding shop w/c 51c

I 250 W/C 51C Welding/Grinding Shop Welding Rods Arc, Make, Acetylene, Grinding

I 251 A/C Rinse Facility Boiler Natural Gas/Fuel Oil 45,000 BTU/hr Appendix B Chapter 140 B. 6.

I A252.2 252 TRANS GARAGE Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.

I A252.1 252 TRANS GARAGE (I) Above Ground Storage Tank DIESEL 55 gallons Appendix B Chapter 140 B. 11.

E 252 PW Transportation Shop Autoshop - Trucks Exhaust 6 Bays To Be Demo Appendix B Chapter 140 A. 22.

I 252 PW Transportation Shop Degreaser Reflect N/A Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

I A292.2 292 FIRE DEPT Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

I A292.1 292 FIRE DEPT (I) (GEN) Above Ground Storage Tank DIESEL 200 gallons Appendix B Chapter 140 B. 11.

E 292 Fire Department Autoshop - Trucks Exhaust 6 Bays Appendix B Chapter 140 A. 22.

I 292 Fire Department Boiler Natural Gas/Fuel Oil 646,000 BTU/hr Appendix B Chapter 140 B. 6.

I 292 Fire Department Boiler Natural Gas/Fuel Oil 646,000 BTU/hr Appendix B Chapter 140 B. 6.

I 42 292 FIREHOUSE Emergency Generator Diesel 125 kW 426,875 BTU/hr ONAN Cummins - 1998 Appendix B Chapter 140 B. 5.

E 292 Fire Department Flightline Fire Extinguishing Halon Appendix B Chapter 140 A. 57.

E 292 Fire Department Fugitives Miscellaneous Materials Appendix B Chapter 140 A. 16.

E 292 Fire Department Parts Grinder Appendix B Chapter 140 A. 15.





I A294.0 294 SUPPLY WAREHOUSE Above Ground Storage Tank #1 OIL 6,000 gallons Appendix B Chapter 140 B. 12.

I A611.1 294 TEST CELL Above Ground Storage Tank WASTE OIL 185 gallons Appendix B Chapter 140 B. 11.

I 294 SUPPLY WAREHOUSE Boiler Natural Gas/Fuel Oil 136,000 BTU/hr Water Heater Appendix B Chapter 140 B. 6.

I 294 SUPPLY WAREHOUSE Boiler Natural Gas/Fuel Oil 500,000 BTU/hr Appendix B Chapter 140 B. 6.




I A295.0 295 H2O PUMP HOUSE(I)(GEN) Above Ground Storage Tank DIESEL 275 gallons Appendix B Chapter 140 B. 11.





I 17 295 H2O PUMP HOUSE(I)(GEN) Emergency Generator Diesel 15 kW 51,225 BTU/hr Kohler - 1986 Appendix B Chapter 140 B. 5.

I 18-1 295 H2O PUMP HOUSE(I)(GEN) Emergency Generator Diesel 287 kW 980,105 BTU/hr Fire Pump - Caterpillar - 1978 Appendix B Chapter 140 B. 5.




I A296.0 296 VORTAC (ANT) (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 19 296 VORTAC (ANT) (GEN) Emergency Generator Diesel 30 kW 102,450 BTU/hr John Deere - 1978 Appendix B Chapter 140 B. 5.

E A323.1 323 ALLEY C - MAINT SHED Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E 323 HOUSING MAINT Boiler Kerosene 106,000 BTU/hr Appendix B Chapter 140 B. 6.

E A333.0 333 ARMY RECRUITERS Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

E 333 ADMIN BLDG - Topsham Boiler Kerosene 713,000 BTU/hr Appendix B Chapter 140 B. 6.

E A335.0 335 COMMISSARY Above Ground Storage Tank #1 OIL 6,000 gallons Appendix B Chapter 140 B. 12.

E A335.1 335 COMMISSARY (GEN) Above Ground Storage Tank DIESEL 50 gallons Appendix B Chapter 140 B. 11.

E 335 COMMISSARY Boiler Kerosene 1,427,000 BTU/hr Appendix B Chapter 140 B. 6.

E 21 335 Commissary - Topsham Emergency Generator Diesel 12 kW MWM Appendix B Chapter 140 B. 5.

E A337.0 337 MARINES Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

E 337 MARINE RESERVES Boiler Kerosene 575,000 BTU/hr Appendix B Chapter 140 B. 6.

E 337 Topsham Degreaser Arma-Sol/Water U/K Cold Clean Degreaser; Not Installed Appendix B Chapter 140 B. 1. & B. 2.





E A338.2 338 MARINES Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.

E A338.3 338 MARINES Above Ground Storage Tank #1 OIL 300 gallons Appendix B Chapter 140 B. 11.



E 338 Topsham Degreaser Parts Solv HF 6 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

E A339.0 339 MARINES Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.


E A363.1 363 FIRE DEPT (GEN) Above Ground Storage Tank DIESEL 25 gallons Appendix B Chapter 140 B. 11.

E A363.0 363 FIRE HOUSE Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

E 363 FIRE STATION - TOPSHAM Boiler Kerosene 370,000 BTU/hr Appendix B Chapter 140 B. 6.

E 41 363 Topsham Firehouse Emergency Generator Diesel 15 kW MWM Kohler - 1987 Appendix B Chapter 140 B. 5.

E A377.1 377 PUMP STAT-TOPS (GEN) Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

E Rangeley 412 Rangeley Boiler Kerosene 950320 Appendix B Chapter 140 B. 6.

I A512.1 512 BOQ Above Ground Storage Tank #1 OIL 10,000 gallons Appendix B Chapter 140 B. 12.

I 512 BOQ Boiler Natural Gas/Fuel Oil 1,246,000 BTU/hr Appendix B Chapter 140 B. 6.



I A516.0 516 NITEFLITE Above Ground Storage Tank COOKING GR 250 gallons Appendix B Chapter 140 B. 11.

I A516.1 516 NITEFLITE Above Ground Storage Tank #1 OIL 6,000 gallons Appendix B Chapter 140 B. 12.

I 516 NITE FLITE Boiler Natural Gas/Fuel Oil 1,941,000 BTU/hr Appendix B Chapter 140 B. 6.

I A518.0 518 ANT SITE #2 (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 34 518 ANT SITE #2 (GEN) Emergency Generator Diesel 40 kW 136,600 BTU/hr Power Guard - 1992 Appendix B Chapter 140 B. 5.

I A537.0 537 SEWAGE PUMP HSE(GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 46 537 Theater Lift Station Emergency Generator Diesel 80 kW 273,200 BTU/hr Cummins - 2000 Appendix B Chapter 140 B. 5.

I A538.0 538 NEX - SERVICE STATION Above Ground Storage Tank #1 OIL 550 gallons Appendix B Chapter 140 B. 11.

O 538 NEX Gas Station Air Sparging/SVE VOCs Carbon Adsorption System Appendix B Chapter 140 B. 1. & B. 2.

I 538 NEX COUNTRY STORE Boiler Kerosene 280,000 BTU/hr Appendix B Chapter 140 B. 6.

I 538 NEX GAS STATION Boiler Kerosene 196,000 BTU/hr Hot Water Heater Appendix B Chapter 140 B. 6.

I 538 NEX Gas Station Fuel Dispensing Gasoline Unleaded Gasoline

I 538 NEX Gas Station Fuel Dispensing Gasoline Pl. Unleaded Gasoline

I 538 NEX Gas Station Fuel Dispensing Gasoline Pr. Unleaded Gasoline

E 538 NEX Vending Fugitives Miscellaneous Materials 18 Vending Machines; Misc Mat'ls Appendix B Chapter 140 A. 12.

E 538 NEX GAS STATION Under Ground Storage Tank Unleaded Gasoline 10,000 gal Appendix B Chapter 140 B. 12.





E 538 NEX GAS STATION Under Ground Storage Tank Pl. Unleaded Gasoline 10,000 gal Appendix B Chapter 140 B. 12.

E 538 NEX GAS STATION Under Ground Storage Tank Pr. Unleaded Gasoline 10,000 gal Appendix B Chapter 140 B. 12.

I 539 Weapons Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I 539 AUW SHOP Boiler Kerosene 916,500 BTU/hr Appendix B Chapter 140 B. 6.

I 25 539 AUW SHOP Emergency Generator Diesel 50 kW 170,750 BTU/hr Allis Chalmers - 1970 Appendix B Chapter 140 B. 5.

I 539 WPNS (AUW) Under Ground Storage Tank No. 2 Fuel Oil 2,000 gal Appendix B Chapter 140 B. 12.

I 553 PW Transportation ASB Degreaser Reflect N/A Spray Washer Appendix B Chapter 140 B. 1. & B. 2.

I 553 PW Transportation ASB Deicing Operations - Runway Na Formate/K Acetate Appendix B Chapter 140 B. 1.

I 553 PW Transportation ASB Heaters Natural Gas 4 <60-kW & 1 <25-kW Heaters Appendix B Chapter 140 B. 6.

E 553 PW Transportation ASB Miscellaneous Exhaust autoshop- snow removal eqpt

I 554 P-3 SUPPORT FACILITY Fugitives Miscellaneous

Materials Appendix B Chapter 140 B. 1. & B. 2.

I A554.0 554 P-3 SUPPORT FACILITY (GEN) Above Ground Storage Tank DIESEL 100 gallons Appendix B Chapter 140 B. 11.

E 554 P-3 SUPPORT FACILITY ASTs (mobile) #1 OIL 100 gallons 2 Mobile A/C Carts; 11 gal Solest Appendix B Chapter 140 B. 11.

I 554 P3 Support Facility Boiler Natural Gas 252,000 BTU/hr

I 554 P3 Support Facility Boiler Natural Gas 252,000 BTU/hr

I 48 554 P-3 SUPPORT FACILITY Emergency Generator Diesel 160 kW 426,875 BTU/hr John Deere - 2002 Appendix B Chapter 140 B. 5.

I 555 FIRE DEPT STORAGE Boiler Natural Gas 250,000 BTU/hr Appendix B Chapter 140 B. 6.

I 555 SONOBUOY LOCKER Boiler Natural Gas 250,000 BTU/hr Appendix B Chapter 140 B. 6.

I 555 SONOBUOY LOCKER Boiler Natural Gas 365,000 BTU/hr Appendix B Chapter 140 B. 6.

I 555 FIRE DEPT STORAGE Emergency Generator (portable) DIESEL 3.5 kW 1/C Series Pow'r Gard Appendix B Chapter 140 B. 5.

E 561 MAINT MCKEEN ST Boiler Kerosene 94,000 BTU/hr Appendix B Chapter 140 B. 6.

E A565.0 565 MULTI-PURPOSE BLDG Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.




E A567.0 567 MAIN GEN BLDG (GEN) Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

E A567.1 567 MAIN GEN BLDG (GEN) Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

E Rangeley 567 Rangeley Boiler Kerosene AL333648 Appendix B Chapter 140 B. 6.

E A570.1 570 OUTHOUSE (OLD) Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E 570 Rangeley Boiler Kerosene Appendix B Chapter 140 B. 6.

E A573.1 573 CPD-MAJORS OFFICE Above Ground Storage Tank #1 OIL 250 gallons To Be Demo Appendix B Chapter 140 B. 11.

E Rangeley 573 Rangeley Boiler Kerosene 870374; To Be Demo Appendix B Chapter 140 B. 6.

E A574.1 574 CPD-SM BLOCKHOUSE Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.






I A583.0 583 BOWLING ALLEY Above Ground Storage Tank COOKING GR 250 gallons Appendix B Chapter 140 B. 11.

I A583.1 583 BOWLING ALLEY Above Ground Storage Tank #1 OIL 2,500 gallons Appendix B Chapter 140 B. 12.

E 583 BOWLING ALLEY Bench Grinder/Ball Conditioner Appendix B Chapter 140 A. 16.

I 583 BOWLING ALLEY Boiler Natural Gas/Fuel Oil 801,000 BTU/hr Appendix B Chapter 140 B. 6.

I 583 BOWLING ALLEY Boiler Natural Gas/Fuel Oil 801,000 BTU/hr Appendix B Chapter 140 B. 6.

E 583 BOWLING ALLEY Bowling Ball Mill/Drill System Century 80 Hz Baldor Motor Appendix B Chapter 140 A. 16.

I 583 BOWLING ALLEY Degreaser Water/Pin Cleaner 3.00 gallons 1 cap cleaner/3 gal water; Spin Clean II; pin cleaning every

6 mos Appendix B Chapter 140 B. 1. & B. 2.

E 583 BOWLING ALLEY Fugitives Miscellaneous Materials Includes Lane Stripper Appendix B Chapter 140 A. 16.


E 584 PUBLIC WORKS Freon Distribution/Storage Freon ODS Recovery Units & Cylinders Appendix B Chapter 140 A. 9.

E 584 PUBLIC WORKS Fugitives Miscellaneous Materials Appendix B Chapter 140 A. 16.

E 584 PUBLIC WORKS Parts Grinder/Drill/Hand Tools Incl. Paint Sprayer/Metal Machines Appendix B Chapter 140 A. 58 & 15.

E 584 PUBLIC WORKS Sand Blaster Sand Garnet Appendix B Chapter 140 A. 58.

I A585.0 585 CHAPEL Above Ground Storage Tank #1 OIL 1,000 gallons Appendix B Chapter 140 B. 11.

I 585 CHAPEL Boiler Natural Gas/Fuel Oil 483,000 BTU/hr Appendix B Chapter 140 B. 6.

E 590 PW Transportation Shop Above Ground Storage Tank WASTE OIL 250 gallons Moved to Bldg 590 from Bldg 225 Appendix B Chapter 140 B. 11.

E 590 PW Transportation Shop (I) Above Ground Storage Tanks LUBE OIL 55 gallons 8 ASTs on Rack Appendix B Chapter 140 B. 11.

I 590 PW Transportation Boiler Natural Gas

I PWT 590 PW Transportation Shop Degreaser Reflect N/A Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

I 590 PW Transportation Shop Degreaser Nat-50 Nat Orange/Antifoam 14.00 ft2 Jet Washer Appendix B Chapter 140 B. 1. & B. 2.

I 590 PW Transportation Shop Degreaser Jet Washer Appendix B Chapter 140 B. 1. & B. 2.

E 590 PW Transportation Shop Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

E 590 PW Transportation Shop Fugitives Deicing Materials Sodium Formate; K Acetate; Urea Appendix B Chapter 140 B. 1. & B. 2.

E 590 PW Transportation Shop Miscellaneous Exhaust autoshop; 4 hoses

E 590 PW Transportation Shop Parts Grinder/Drill/Hand Tools Includes Rim Clamp/Battery Charger Appendix B Chapter 140 A. 58 & 15.

I 590 PW Transportation Shop Welding Activities Welding Rods

I 592 VET CLINIC Boiler Kerosene 70,000 BTU/hr Appendix B Chapter 140 B. 6.

I A594.1 594 ASWOC TOWER Above Ground Storage Tank #1 OIL 4,000 gallons Appendix B Chapter 140 B. 12.

I A594.0 594 ASWOC TOWER (GEN) Above Ground Storage Tank DIESEL 4,000 gallons Appendix B Chapter 140 B. 12.

I 594 ASWOC MECH BLDGS Boiler Natural Gas/Fuel Oil 1,500,000 BTU/hr Appendix B Chapter 140 B. 6.

I 594 ASWOC MECH BLDGS Boiler Natural Gas/Fuel Oil 1,500,000 BTU/hr Appendix B Chapter 140 B. 6.





I 27 594 ASWOC MECH BLDG Emergency Generator Diesel 230 kW 785,450 BTU/hr Cummins - 1981 Appendix B Chapter 140 B. 5.

I 26 594 ASWOC MECH BLDG Emergency Generator Diesel 300 kW 1,024,500 BTU/hr Cummins - 1984 Appendix B Chapter 140 B. 5.

I A611.0 611 TEST CELL - LARGE Above Ground Storage Tank JP8 1,000 gallons Appendix B Chapter 140 B. 11.

I A611.3 611 TEST CELL - SMALL Above Ground Storage Tank JP8 100 gallons Appendix B Chapter 140 B. 11.

I 611 Small Test Cell (APU) APU Exhaust

I 611 ENGINE TEST CELL Boiler Natural Gas/Fuel Oil 175,000 BTU/hr Appendix B Chapter 140 B. 6.

I 611 ENGINE TEST CELL Boiler Natural Gas/Fuel Oil 175,000 BTU/hr Appendix B Chapter 140 B. 6.

I 450 611 AIMD Degreaser Water Only n/a ft2 Steam Washer Appendix B Chapter 140 B. 1. & B. 2.

I 611 Large Test Cell (T-56) Engine Test Cell JP-8

I 611 Small Test Cell (APU) Engine Test Cell JP-8

I 611 Large Test Cell (T-56) P-3 & C-130 Engines Exhaust

E A612.0 612 RG TREATMENT PLANT Above Ground Storage Tank #1 OIL 260 gallons Appendix B Chapter 140 B. 11.

E Rangeley 612 Rangeley Boiler Kerosene AN174M32 Appendix B Chapter 140 B. 6.

I 634 NMCB 27 Boiler Natural Gas Appendix B Chapter 140 B. 6.

E A635.1 635 RNMCB-27 (I) Above Ground Storage Tank LUBE/HYD 70 gallons Appendix B Chapter 140 B. 11.

I A635.12 635 RNMCB-27 (I) Above Ground Storage Tank DIESEL 25 gallons Appendix B Chapter 140 B. 11.

I A635.13 635 RNMCB-27 (I) Above Ground Storage Tank DIESEL 30 gallons Appendix B Chapter 140 B. 11.

I A635.14 635 RNMCB-27 (I) Above Ground Storage Tank WASTE OIL 250 gallons Appendix B Chapter 140 B. 11.





E A635.6 635 RNMCB-27 (I) Above Ground Storage Tank Antifreeze 70 gallons Appendix B Chapter 140 B. 11.

E 635 NMCB 27 Autoshop - Trucks Exhaust 5 Bays Appendix B Chapter 140 A. 22.

I 635 NMCB 27 Boiler Natural Gas Appendix B Chapter 140 B. 6.

I 635 NMCB 27 Degreaser Breakthrough 6.11 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

E 635 NMCB 27 Degreaser Water N/A Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

I 635 NMCB 27 Emergency Generator Diesel 15 kW 1987 John Hollingsworth MEP-004A Appendix B Chapter 140 B. 5.

I 635 NMCB 27 Emergency Generator Diesel 30 kW 1980 S/N KZO 1065 Appendix B Chapter 140 B. 5.

I 635 NMCB 27 Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

E 635 NMCB 27 Grinder/Drill Press/Hand Tools Appendix B Chapter 140 B. 15.

I 635 NMCB 27 Welding Operations Welding Rods AC Stick Welder/DC Arc Welding, etc

I 635 NMCB 27 Blast Booth With Collection System Appendix B Chapter 140 A. 58.

E A638.1 638 ALLEY C (GEN) Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

I 642 WEAPONS Boiler Kerosene 275,000 BTU/hr Appendix B Chapter 140 B. 6.






I 28 642 Weapons Emergency Generator Diesel 45 kW 153,675 BTU/hr ONAN - 1978 Appendix B Chapter 140 B. 5.

I 642 WPNS (AUC) Under Ground Storage Tank No. 2 Fuel Oil 1,000 gal Appendix B Chapter 140 B. 11.

I A644.2 644 OP TRAINER Above Ground Storage Tank #2 OIL 6,000 gallons Appendix B Chapter 140 B. 12.

E A644.1 644 OP TRAINER (I) Above Ground Storage Tank HYD OIL 150 gallons Appendix B Chapter 140 B. 11.

I 644 TRAINER Boiler Natural Gas/Fuel Oil 668,000 BTU/hr Appendix B Chapter 140 B. 6.

I 644 TRAINER Boiler Natural Gas/Fuel Oil 668,000 BTU/hr Appendix B Chapter 140 B. 6.

I 644 Simulator Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I A645.1 645 BRANCH CLINIC Above Ground Storage Tank #1 OIL 2,000 gallons Appendix B Chapter 140 B. 12.

I A645.0 645 BRANCH CLINIC (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 645 MEDICAL Boiler Natural Gas 46,000 BTU/hr Hot Water Heater Appendix B Chapter 140 B. 6.

I 645 MEDICAL Boiler Natural Gas/Fuel Oil 1,700,000 BTU/hr Appendix B Chapter 140 B. 6.

I 645 Dental Degreaser Water/SCGP

Ultrasonic Cleaner

1.5 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

I 645 Medical Degreaser Water N/A Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

I 29 645 MEDICAL Emergency Generator Diesel 275 kW 939,125 BTU/hr Detroit - 1978 Appendix B Chapter 140 B. 5.

I A646.0 646 ASR-8 ANT SITE (GEN) Above Ground Storage Tank DIESEL 550 gallons Appendix B Chapter 140 B. 11.

I 30 646 ASR-8 ANT SITE (GEN) Emergency Generator Diesel 100 kW 341,500 BTU/hr Caterpillar - 1988 Appendix B Chapter 140 B. 5.

I A647.0 647 PEST CONTROL BLDG (I) Above Ground Storage Tank #2 OIL 275 gallons Appendix B Chapter 140 B. 11.

I 647 PEST CONTROL Boiler Kerosene 119,000 BTU/hr Hot Water Heater Appendix B Chapter 140 B. 6.

I 647 PEST CONTROL Degreaser Water N/A Dayton Spray Washer 3Z829E Appendix B Chapter 140 B. 1. & B. 2.

A650.0 650 JFSI Above Ground Storage Tank JP8 845,000 gallons

A651.0 651 JFSI Above Ground Storage Tank JP8 845,000 gallons

I 652 JFSI Fuel Dispensing/Transfer to A/C JP-8 Operation in 1995

I A654.0 654 JFSI (GEN)(I) Above Ground Storage Tank DIESEL 250 gallons Appendix B Chapter 140 B. 11.

I 32 654 JFSI (GEN)(I) Emergency Generator Diesel 125 kW 426,875 BTU/hr Gererac - 1993 Appendix B Chapter 140 B. 5.

I 654 J.F.S.I. FUEL FARM Under Ground Storage Tank JP-8 3,000 gallons Product Recovery Tank Appendix B Chapter 140 B. 12.

I A658.0 658 FUEL FARM (I) Above Ground Storage Tank #2 OIL 330 gallons Appendix B Chapter 140 B. 11.

I A658.1 658 FUEL FARM (I) Above Ground Storage Tank #2 OIL 330 gallons Appendix B Chapter 140 B. 11.

I 658 FUEL FARM MAINT. Boiler Kerosene 325,000 BTU/hr Hot Water Heater Appendix B Chapter 140 B. 6.

I 658 FUEL FARM MAINT. Boiler Kerosene 325,000 BTU/hr Appendix B Chapter 140 B. 6.

O 658 FUEL FARM MAINT. Degreaser Water N/A Pressure Washer Appendix B Chapter 140 B. 1. & B. 2.

E 658 FUEL FARM MAINT. Parts Grinder/Drill Press 0.5 HP Grinder/Drill Press Appendix B Chapter 140 A. 15.

I A660.0 660 VEHICLE WASH RACK (I) Above Ground Storage Tank #1 OIL 500 gallons Appendix B Chapter 140 B. 11.





I 660 HEAVY EQPT WASHRACK Boiler Kerosene 275,000 BTU/hr Appendix B Chapter 140 B. 6.

I 730 New BEQ Boiler Natural Gas 87,000 BTU/hr Appendix B Chapter 140 B. 6.












































750 BEQ Visitors' Quarters Boiler Natural Gas 1,825,000 BTU/hr Water Heater

750 BEQ Visitors' Quarters Boiler Natural Gas 1,825,000 BTU/hr Water Heater

750 BEQ Visitors' Quarters Emergency Generator Natural Gas 35 kW Pump Motors Appendix B Chapter 140 B. 5.

I 750 BEQ Visitors' Quarters Make-up Air Unit Natural Gas 1,200,000 BTU/hr Appendix B Chapter 140 B. 6.

750 BEQ Visitors' Quarters Degreaser Water Porter Cable PCH2600C Spray Washer Appendix B Chapter 140 B. 1. & B. 2.

I 1226 Main Gate Search Tent Boiler Natural Gas 40,000 BTU/hr Appendix B Chapter 140 B. 6.

E A4025.0 4025 GREAT POND REC HALL Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

E A4025.1 4025 GREAT POND REC HALL Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

E 4025 GREAT POND REC HALL Boiler #1 OIL Appendix B Chapter 140 B. 6.

E A4031.0 4031 GREAT POND GUEST COTT Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

E 4031 GREAT POND GUEST COTT Boiler #1 OIL Appendix B Chapter 140 B. 6.

E A4033.0 4033 GREAT POND CARETAKER Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

E 4033 GREAT POND CARETAKER Boiler #1 OIL Appendix B Chapter 140 B. 6.

E A4040.0 4040 GREAT POND Above Ground Storage Tank DIESEL 1,000 gallons Appendix B Chapter 140 B. 11.

E A4040.1 4040 GREAT POND Above Ground Storage Tank GASOLINE 1,000 gallons Appendix B Chapter 140 B. 11.

E SGTMAJ Facility Above Ground Storage Tank #1 OIL 300 gallons To Be Installed Appendix B Chapter 140 B. 11.

E Soft Cell Above Ground Storage Tank #1 OIL 300 gallons To Be Installed; Soft Cell Relocation Appendix B Chapter 140 B. 11.

I AT1.0 AT1.0 AIRCRAFT ARRESTOR Above Ground Storage Tank GASOLINE 10 gallons Appendix B Chapter 140 B. 11.

I AT1.1 AT1.1 AIRCRAFT ARRESTOR Above Ground Storage Tank ETHYLENE GLYCOL 300 gallons Appendix B Chapter 140 B. 11.

I AT2.0 AT2.0 AIRCRAFT ARRESTOR Above Ground Storage Tank GASOLINE 10 gallons Appendix B Chapter 140 B. 11.

I AT2.1 AT2.1 AIRCRAFT ARRESTOR Above Ground Storage Tank ETHYLENE GLYCOL 300 gallons Appendix B Chapter 140 B. 11.

E BALLFIELD Ballfield Maintenance Bench Grinder/Hand Tools Appendix B Chapter 140 A. 15.

E BALLFIELD Ballfield Maintenance Fugitives Miscelleous Materials Includes Line Marking Appendix B Chapter 140 A. 17.

E CABINS GREAT POND CABINS Boiler PROPANE 5 Cabins Each w/ Furnaces Appendix B Chapter 140 B. 6.

I 56 Gate DYER'S GATE Emergency Generator Diesel 125 kW Cummins - 2003 Appendix B Chapter 140 B. 5.

I 55 Gate MAIN GATE Emergency Generator Diesel 75 kW Appendix B Chapter 140 B. 5.

I HGR VP-26 Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.





I HGR VPU-1 & NSGD Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I HGR T-Line Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.


I HGR NAESU Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.



I HGR VPU-1 Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

I HGR VR-62 Fugitives Miscellaneous Materials Appendix B Chapter 140 B. 1. & B. 2.

E Housing Fitch Ave Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing McKeen St. Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Quarters Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Topsham Annex Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Topsham Annex Maint Shop Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Woodland Acres Boiler Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Mariner Landing Boiler (Furnace) Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

E Housing Midway Terrace Boiler (Furnace) Natural Gas Residential Boilers; PPV in 04 Appendix B Chapter 140 B. 6.

I LANDFILL Weapons Compound Capped Landfill Gas Venting Off-Gases CERCLA Sites 1 & 3 Appendix B Chapter 140 B. 1. & B. 2.

I MAFT Mobile Aircraft Fire Training Ignition for Unit Propane Appendix B Chapter 140 B. 6.

I A000.1 MAYTAG MAYTAG - REFUELLERS Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

I MAYTAG MAYTAG - REFUELLERS Boiler #1 OIL 250,000 BTU/hr Trailer Bldg 56 Appendix B Chapter 140 B. 6.

O 20 PW PW Spare Emergency Generator Diesel 23.5 kW 80,253 BTU/hr Cummins - 1998 Appendix B Chapter 140 B. 5.

O 10 PW PW Spare Emergency Generator Diesel 10 kW 34,150 BTU/hr Appendix B Chapter 140 B. 5.

O 37 PW PW Spare Emergency Generator Diesel 30 kW Libby-White - 1976 Appendix B Chapter 140 B. 5.

O 44 PW PW Spare Emergency Generator Diesel 60 kW 204,900 BTU/hr Allis Chalmers - 1986 Appendix B Chapter 140 B. 5.

O 50 PW Portable Emergency Generator Diesel 320 kW 1,092,800 BTU/hr Caterpillar 3406 - 1998 Appendix B Chapter 140 B. 5.

O 51 PW Portable Emergency Generator Diesel 228 kW 778,620 BTU/hr Caterpillar 3406 - 1998 Appendix B Chapter 140 B. 5.

O 52 PW PW Spare Emergency Generator Diesel 200 kW Appendix B Chapter 140 B. 5.

E AR1.1 Rangeley CPD-TRLR OPP B-82 Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E AR10.1 Rangeley SEARCH Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E AR2.1 Rangeley ALPHA SITE-SM (GEN) BLDG Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.

E AR2.2 Rangeley ALPHA SITE-LOG CABIN Above Ground Storage Tank #1 OIL 250 gallons Appendix B Chapter 140 B. 11.





E AR9.1 Rangeley OUTHOUSE (NEW)(I) Above Ground Storage Tank #1 OIL 275 gallons Appendix B Chapter 140 B. 11.

E Rangeley Rangeley SGTMAJ Facility Boiler #1 OIL 70,000 BTU/hr To Be Installed Appendix B Chapter 140 B. 6.

E Rangeley Rangeley Rangeley Degreaser Eversolv 143 6.00 ft2 Cold Cleaning Degreaser Appendix B Chapter 140 B. 1. & B. 2.

E 2 Rangeley PW Spare Emergency Generator Diesel 15 kW 51,225 BTU/hr Kohler - 1986 (To RG in Aug 04) Appendix B Chapter 140 B. 5.

E 35 Rangeley Rangeley Emergency Generator Diesel 10 kW Libby-Welding - 1987 Appendix B Chapter 140 B. 5.

E 567 Rangeley Rangeley Emergency Generator Diesel kW Appendix B Chapter 140 B. 5.

E 116 Rangeley Rangeley Emergency Generator Diesel kW Appendix B Chapter 140 B. 5.

E Rangeley Rangeley Rangeley Emergency Generator Natural gas kW Portable Appendix B Chapter 140 B. 5.

E Rangeley Rangeley Rangeley Emergency Generator Natural gas kW Portable Appendix B Chapter 140 B. 5.

E Rangeley RG REPEATER ANTENNA Emergency Generator Propane 8.5 kW w/ 100 gal propane tank; To Be Inst Appendix B Chapter 140 B. 5.

I Runway AIRCRAFT ARRESTOR Emergency Generator Gasoline 49.2 kW ethylene glycol used

I Runway AIRCRAFT ARRESTOR Emergency Generator Gasoline 49.2 kW ethylene glycol used

Notes: An updated Emission Source List is available at NAS Brunswick for 2005. Data Source = Lisa Joy NAS Brunswick, Air Emission Data Tables, 2004/2005 Master Source List. October 11, 2005 (Joy 2005d) E = Categorically Exempt Source as indicated in Appendix B, Section A, Chapter 140 or Exempt per ME DEP Approval (All Sources at Rangeley) I = Insignificant Source as indicated in Appendix B, Section B, Chapter 140 O = Source Out of Service R = Source Has Been Removed


Table 4-18. Air Emissions Specified in the Air License


FUEL BURNING EQUIPMENT

Equipment Maximum Capacity

(MMBtu/hr) Maximum Firing

Rate Fuel Type, % sulfur

Hangar 1 Boiler #1 Boiler #2 Boiler #3

5.50 5.50 5.50

39.3 gal/hr 39.3 gal/hr 39.3 gal/hr

#2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50%

Hangar 5 Boiler #1 Boiler #2 Boiler #3 Boiler #4

Water Heater

5.0 5.0 5.0 5.0 1.0

35.7 gal/hr 35.7 gal/hr 35.7 gal/hr 35.7 gal/hr 7.1 gal/hr

#2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50%

Hangar 6 Boiler #1 Boiler #1 Boiler #1

Make-up #1 Make-up #2 Make-up #3 Make-up #4

3.0 3.0 3.0

10.0 10.0 2.06 2.06

2,920 scf/hr 2,920 scf/hr 2,920 scf/hr 9,709 scf/hr 9,709 scf/hr 2,000 scf/hr 2,000 scf/hr

natural gas, negligible natural gas, negligible natural gas, negligible natural gas, negligible natural gas, negligible natural gas, negligible natural gas, negligible

Building 25 Water Heater

1.2

1,165 scf/hr

natural gas, negligible

Building 86 Boiler #1 Boiler #2 Boiler #3

3.0 3.0 3.0



Building 102 Make-up #1

1.5

1,460 scf/hr



5.5 6.2 6.2




Make-up #1

6.0 6.0 6.0

2.75

42.9 gal/hr 42.9 gal/hr 42.9 gal/hr 2,670 scf/hr


natural gas, negligible Building 512

Boiler #1 Boiler #2 Boiler #3

1.25 1.25 1.25



Building 516 Boiler #1

1.94

13.6 gal/hr

#2 fuel oil / #1 fuel oil / natural gas, 0.50%


2.2

15.7 gal/hr





FUEL BURNING EQUIPMENT

Equipment Maximum Capacity

(MMBtu/hr) Maximum Firing

Rate Fuel Type, % sulfur

Building 594 Boiler #1 Boiler #2

1.5 1.5

10.7 gal/hr 10.7 gal/hr

#2 fuel oil / #1 fuel oil / natural gas, 0.50% #2 fuel oil / #1 fuel oil / natural gas, 0.50%


1.7

12.1 gal/hr


Building 750 Water heater #1 Water heater #2

Make-up #1

1.8 1.8 1.2

1,770 scf/hr 1,770 scf/hr 1,165 scf/hr

natural gas, negligible natural gas, negligible natural gas, negligible

ELECTRICAL GENERATION EQUIPMENT

Equipment Power Output (kW)

Maximum Capacity

(MMBtu/hr) Firing Rate

(gal/hr) Fuel Type, % sulfur

Building 200 Engine #4

230

2.2

16.4

Diesel, 0.05%

Building 295 Engine #18-1 Engine #18-2 Engine #18-3 Engine #18-4

287 287 287 287

2.8 2. 8 2. 8 2. 8

20.4 20.4 20.4 20.4

Diesel, 0.05% Diesel, 0.05% Diesel, 0.05% Diesel, 0.05%

Building 594 Engine #26 Engine #27

300 230

2.9 2.2

21.4 16.4

Diesel, 0.05% Diesel, 0.05%


275

2.7

19.6

Diesel, 0.05%


100

1.0

7.2

Diesel, 0.05%


80

0.8

5.7

Diesel, 0.05%


125

1.2

8.9

Diesel, 0.05%


125

1.2

8.9

Diesel, 0.05%

Spare Engine #44 Engine #50 Engine #51 Engine #52

60

320 228 200

0.6 3.1 2.2 2.0

4.3

22.8 16.2 14.2

Diesel, 0.05% Diesel, 0.05% Diesel, 0.05% Diesel, 0.05%


80

0.8

5.7

Diesel, 0.05%




ELECTRICAL GENERATION EQUIPMENT

Equipment Power Output (kW)

Maximum Capacity

(MMBtu/hr) Firing Rate

(gal/hr) Fuel Type, % sulfur


900

8.8

64.1

Diesel, 0.05%


160

1.6

11.4

Diesel, 0.05%


400

3.9

28.5

Diesel, 0.05%

Hangar 6 Engine #53

230

2.7

2,574 scf/hr


Main Gate Engine #55

75

0.8

5.8

Diesel, 0.05%

Dyer’s Gate Engine #56

100

1.0

7.2

Diesel, 0.05%


350

4.9

4,760 scf/hr


Hangar 5 Engine #58

300

2.9

21.4

Diesel, 0.05%


230

2.2

16.4

Diesel, 0.05%

Process Equipment

Equipment Location

Storage Tanks Buildings 650, 651 and various other locations Fuel Dispensing Buildings 117, 538, 39 Deicing Operations Aircraft and runway Degreasers Various Painting Operations Buildings 86, 250, and Hangar 6 Jet Engine Test Cells Building 611

Source: MEDEP Air Emission License for NAS Brunswick



Table 4-19. Total Licensed Annual Emissions

PM PM10 SO2 NOx CO VOC HAP

Fuel Burning 21.0 21.0 88.1 61.3 14.4 0.9 - Diesel Engines 0.3 0.3 0.1 9.1 2.0 0.7 - Engine #53 0.1 0.1 - 1.5 2.5 0.2 - Engine #57 0.1 0.1 - 2.7 4.6 0.4 - Process Emissions - - - - - 45.8 9.9 Total TPY 21.5 21.5 88.2 74.6 23.5 48.0 9.9 Source: MEDEP Air Emission License for NAS Brunswick Notes: *Based on a 12 month rolling total. PM = Particulate Matter VOC = Volatile Organic Compounds PM10 = Particulate Matter > 10 microns CO = Carbon Monoxide SO2 = Sulfur Dioxide HAP = Hazardous Air Pollutant NOx = Nitrogen Oxides TPY = Tons Per Year



Table 4-20. Actual Annual Air Emissions

Year SO2 NOx CO PM10 VOC TSP/PM HAPs Lead

1995 69.81 48.85 6.32 13.97 16.38 14.11 2.73 1.09E-02 1996 70.6 49.92 6.41 13.93 18.87 14.08 1.27 1.45E-02 1997 68.02 49.27 6.4 13.77 20.68 13.93 3 3.65E-03 1998 60.89 45.16 6.33 12.05 21.93 12.22 2.74 3.00E-03 1999 56.95 42.79 5.63 11.19 18.94 11.34 2.28 2.23E-02 2000 47.62 33.76 6.37 8.35 21.13 8.55 1.35 8.47E-04 2001 38.69 28.84 6.49 6.67 22.16 6.79 1.50 4.40E-04 2002 2.99 16.92 11.06 1.38 19.38 0.79 0.78 8.58E-05 2003 6.77 19.57 14.37 2.43 17.91 1.74 0.76 1.60E-04 2004 3.33 19.80 14.40 3.33 19.23 3.33 1.13 9.25E-05

Licensed Thresholds 88.2 71.9 18.8 21.4 48.0 21.4 9.9 9.9

Source: Lisa Joy, NAS Brunswick, Air Emission Data Tables. Air Emission Inventory 1995 through 2004 Activity-Wide Emissions Summary. October 11, 2005. (Joy 2005e)

Notes: An updated Annual Air Emissions list is available at NAS Brunswick for 2005. TSP/PM =Total Suspend Particle/Particulate Matter VOC = Volatile Organic Compounds PM10 = Particulate Matter > 10 microns CO = Carbon Monoxide SO2 = Sulfur Dioxide HAP = Hazardous Air Pollutant NOx = Nitrogen Oxides



Table 4-21. Wetland Types Mapped at NAS Brunswick

Community Type Description Acreage Percent of

Total

E2EM1 Estuarine intertidal persistent emergents 81.38 2.59 E2US Estuarine intertidal unconsolidated shore 35.02 1.11 PUB Palustrine unconsolidated bottom 16.52 0.53 PEM1 Palustrine persistent emergents 47.25 1.50 PSS1 Palustrine scrub shrub, broad-leaved deciduous 54.57 1.73

PSS1/4 Palustrine scrub shrub, mixed broad-leaved deciduous and needle-leaved evergreen 4.02 0.13

PFO1 Palustrine forested, broad-leaved deciduous 41.74 1.33

PFO1/4 Palustrine forested, mixed broad-leaved deciduous and needle-leaved evergreen 102.38 3.3

PFO4 Palustrine forested, needle-leaved evergreen 49.15 1.56

PFO4/1 Palustrine forested, mixed needle-leaved evergreen and broad-leaved deciduous 11.33 0.36

Upland All remaining land area 2702.53 85.91 TOTAL 3145.89 100.00 Source: Geo-Marine 2001



Table 4-22. Essential Fish Habitat Designation for Casco Bay

Species Eggs Larvae Juveniles Adults

Atlantic salmon (Salmo salar) X X Atlantic cod (Gadus morhua) X X X X pollock (Pollachius virens) X X whiting (Merluccius bilinearis) X X red hake (Urophycis chuss) X X white hake (Urophycis tenuis) X X winter flounder (Pleuronectes americanus) X X X X yellowtail flounder (Pleuronectes ferruginea) X X windowpane flounder (Scopthalmus aquosus) X X X X American plaice (Hippoglossoides platessoides) X X X X ocean pout (Macrozoarces americanus) X X X X Atlantic halibut (Hippoglossus hippoglossus) X X X X Atlantic sea scallop (Placopecten magellanicus) X X X X Atlantic sea herring (Clupea harengus) X X X bluefish (Pomatomus saltatrix) X X Atlantic mackerel (Scomber scombrus) X X bluefin tuna (Thunnus thynnus) X Source: NOAA Note: NOAA Essential Fish Habitat Designation for waters within Casco Bay (boundary coordinates N 44° 00.0’ E 69° 50.0’ S 43° 50.0’ W 70° 00.0’)



Table 4-23. Rare, Threatened, and Endangered Species at NAS Brunswick

Common Name Scientific Name Type of Population Listing Status

BIRDS Bald Eagle Haliaeetus leucocephalus Non-breeding migrant FT Grasshopper Sparrow Ammodramus savannarum Breeding migrant SE Upland Sandpiper Bartramia longicauda Breeding migrant ST Horned Lark Eremophila alpestris Breeding migrant SR Vesper Sparrow Pooecetes gramineus Breeding migrant SW

PLANTS Clothed Sedge Carex vestita Resident SE Source: Geo-Marine 2001 Notes: FT = federal threatened SE = state endangered ST = state threatened SR = state rare SW = state watch list


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Figures

FIGURES


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Figures


95

1

201

24

196

123

24

123

Naval Air StationBrunswick, ME

NOT ES & SOURCESCoordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS

0 4,0002,000Feet

0 1,000500Meters

LEGEND

SITE LOCATION MAP

H:/NAS_Brunswick_ME/Task1/MXD/Fig3-1.mxdH:/NAS_Brunswick_ME/Task1/Export/Fig3-1.pdfFebruary 22, 2006 DWN: RLO CHKD: JR

F I G U R E

3-1

SIT E LOCAT ION MAP

McKeen StreetHousing Complex

Main Station

Topsham Annex

East BrunswickRemote Radio Site

BRUNSWICK

And ro

s cog

g in R

i ver

Ha rpsw e l lCo ve

NAS Brunswick Boundary

Limited Access

Highway

Major Road

Local Road

Cities

Bu t te rm i lkCo ve

To C a sco B ay

North Clear Zone

Site 6 - Sandy Road Rubble and Asbestos Disposal Site

Site 4 - Acid/Caustic Pit

Site 9 - Neptune Drive Disposal Site

Site 7 - Old Acid/Caustic PitSite 8 - Perimeter Road Disposal Site

Site 2 - Orion Street Landfill - South

Site 5 - Orion Street Asbestos Disposal Site

Site 11 - Fire Training Area

Site 14 - Old Dump #3

Site 20 - POL 2 Navy Exchange (NEX) Service Station

Site 13 - Defense Reutilization and Marketing Office Area

Site 18 - West Runway Study Area

Site 12 - EOD Training Area

Site 16 - Swampy Road Debris Site

Site 15 - Merriconeag Extension Debris Site

Site 17 - Former Pesticide Shop (Bldg 95)

Site 19 - POL Old Navy Fuel Farm

Sites 1 & 3 - Orion Street Landfill - North Hazardous Waste Burial Area


CERCLA SITE LOCATIONS

NO TES & S OURCES

F I G U R E

4-1

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, EA and ECC 2005

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-1.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-1.pdf April 25, 2006 DWN: RLO ABF CHD: JR

TITLE

LEGE ND

Roads

Closed IRP Boundary

Active IRP Boundary

Buildings


Eastern Plume

JFSI Fuel Farm (1 UST)

Fuel Farm (3 UST’s)

NEX Gas Station (3 UST’s)

Field House (2 UST’s)

GSE De-Ice (2 UST’s)

WPNS (AUC) (Gen) (1 UST)

WPN (AUW) (Gen) (1 UST)

Weapons Arsenal (1 UST)


UNDERGROUND STORAGE TANKLOCATIONS

NO TES & S OURCES

F I G U R E

4-2

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Rickel 2006

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Base Roads

Underground Storage Tank


Hanger 5 Generator (1 UST)

ASWOC Generator (2 UST’s)

Former Munitions BunkerWest Area

IRP Site 12

Machine GunBoresight Range

Skeet Range


POTENTIAL MEC AREAS

NO TES & S OURCES

F I G U R E

4-3

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Malcolm Pirnie 2006a

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Buildings

Roads


Munitions and Explosivesof Concern Areas (Former)

Topsham Annex (Located off-site)

0 1,000500Feet

Skeet Range


HAZARDOUS WASTE / RCRA FACILITIES

NO TES & S OURCES

F I G U R E

4-4

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Malcolm Pirnie 2006b

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND


Roads

Building 225

Hazardous Waste Storageor Former RCRA Facilities

Building 45


ASBESTOS INBASE HOUSING

NO TES & S OURCES

F I G U R E

4-5

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Dewberry 2004a-f

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-7.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-7.pdf April 26, 2006 DWN: RLO JBB CHD: JR

TITLE

LEGE ND

Buildings

Asbestos in Base Housing


McKeen Street Housing Complex (Located off-site)

Roads


0 500250Feet

0 500250Feet

Station Quarters Midway Terrace

Capehart Brunswick Gardens

0 300150Feet

0 300150Feet

0 300150Feet


LEAD-BASED PAINTIN BASE HOUSING

NO TES & S OURCES

F I G U R E

4-6

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Dewberry 2004b-f

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-6_Lead.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-6_Lead.pdf April 26, 2006 DWN: RLO JBB CHD: JR

TITLE

LEGE ND

Buildings

Lead-Based Paint in Base Housing



Roads


0 500250Feet

0 500250Feet

Station Quarters

0 300150Feet


LOCATIONS TESTEDFOR RADON

NO TES & S OURCES

F I G U R E

4-7

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Navy 1991

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Buildings

Buildings Tested for Radon



Roads


0 1,000500Feet

0 1,000500Feet


AIR EMISSION SOURCEBUILDINGS

NO TES & S OURCES

F I G U R E

4-8

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Joy 2005d

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Buildings

Buildings with Air Emission Sources




Roads

0 1,000500Feet

0 1,000500Feet

935101

2176101

2222301

92334101

94492101

90260702

Dyer’s Gate


DRINKING WATERSUPPLY WELLS

NO TES & S OURCES

F I G U R E

4-9

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, ATSDR 2005 Water Supply Wells - Maine Office of GIS

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Base Roads


Drinking Water Supply Wells

Mare Brook

Mere Brook


STORMWATER MAP

NO TES & S OURCES

F I G U R E

4-10

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, KCI 1991, Navy 2004 Streams, Ponds - State of Maine, Office of GIS

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Buildings

Streams

Stormwater Lines

Storm Culvert

Catch Basins

Manholes


Roads

Water Bodies

Picnic Pond

Oil Water Separator



0 1,000500Feet

0 1,000500Feet


WASTEWATER SYSTEM

NO TES & S OURCES

F I G U R E

4-11

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, KCI 1991, Kempf 2006b

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Wastewater Lines

Buildings

Base Roads




0 1,000500Feet

0 1,000500Feet


FEMA FLOOD MAP

NO TES & S OURCES

F I G U R E

4-12

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS FEMA - Q3 Flood Data,

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-12.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-12.pdf April 25, 2006 DWN: RLO ABF JBB CHD: JR

TITLE

LEGE ND

FEMA Q3 ZonesArea inundated by 100-year flooding, for whichno BFEs have been determined

An area inundated by 100-year flooding,for which BFEs have been determined

An area inundated by 100-year flooding withvelocity hazard (wave action);BFEs have been determined

Undescribed

Buildings


Roads

BFE - Base Flood Elevation


0 1,000500Feet


WETLANDS(PLANNING LEVEL ONLY)

NO TES & S OURCES

F I G U R E

4-13

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Geo-Marine 2001

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Estuarine intertidal emergent persistent; E2EM1

Estuarine intertidal unconsolidated shore; E2US

Palustrine emergent persistent

Palustrine forested broad-leaved deciduous

Palustrine forested needle-leaved evergreen

Palustrine scrub-shrub broad-leaved deciduous

Palustrine scrub-shrub needle-leaved evergreen

Palustrine unconsolidated bottom

Roads

Buildings


Palustrine forested broad-leaveddeciduous/needle-leaved evergreen

Palustrine forested needle-leaved evergreen/broad-leaved deciduous


0 1,000500Feet

Open Water

Emergent Scrub/Shrub


JURISDICTIONAL WETLANDAND VERNAL POOL

DELINEATION

NO TES & S OURCES

F I G U R E

4-14

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Moore 2005

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Survey Area

Roads

Buildings


Vernal Pools

Delineated Wetlands


STATE ENDANGERED OR THREATENED SPECIES AND

SPECIES HABITAT

NO TES & S OURCES

F I G U R E

4-15

Coordinate System: NAD 83, UTM Zone 19Data Sources: Natural Heritage Program, Geo-Marine 2001, Moore 2005

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

Carex Locations

Base Roads

Upland Sandpiper Habitat


Vesper Sparrow Habitat

Horned Lark Habitat

Grasshopper Sparrow Habitat


RARE COMMUNITIES

NO TES & S OURCES

F I G U R E

4-16

Coordinate System: NAD 83, UTM Zone 19Data Sources: Natural Heritage Program, Geo-Marine 2001, Moore 2005

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND


Base Roads

Pitch Pine - Heath Barren

Natural Sandplain Grasslands


HISTORICAL BUILDINGSAND STRUCTURES

NO TES & S OURCES

F I G U R E

4-17

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Louis Berger 1999, Williams 2005

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-17.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-17.pdf April 26, 2006 DWN: RLO ABF AP CHD: JR

TITLE

LEGE ND

Buildings

Bldg 517 and 518

Bldg 226

Bldg 211

Bldg 44

Bldg 64

Bldg 63

Potential for National Register

Meet National Register Criterion C

Bldg 227


Roads

Phase I Archaeological Areas


ARCHAEOLOGICAL SENSITIVEAREAS

NO TES & S OURCES

F I G U R E

4-18

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Louis Berger 1999, TAMS 1999, Louis Berger 2000

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters

H:\NAS_Brunswick_ME\Task1\MXD\Fig4-18.mxd H:\NAS_Brunswick_ME\Task1\Export\Fig4-18.pdf April 26, 2006 DWN: RLO ABF AP CHD: JR

TITLE

LEGE ND


Roads

Archaeological Sensitive Areas

Phase I Archaeological Survey Areas


SUMMARY OFENVIRONMENTAL CONDITIONS

NO TES & S OURCES

F I G U R E

4-19

Coordinate System: NAD 83, UTM Zone 19Data Sources: NAS Brunswick GIS, Fema - Q3 Flood Data,Natural Heritage Program, State of Maine- Office of GIS, EA and ECC 2005, Rickel 2006, Malcolm Pirnie 2006a-b, Navy 1991 & 2004, Joy 2005d, ATSDR 2005, KCI 1991, Kempf 2006, GeoMarine 2001, Moore 2005, Louis Berger 1999 & 2000, Williams2005, TAMS 1999

SITE LO CATI ON MAP

0 2,0001,000Feet

0 500250Meters


TITLE

LEGE ND

FEMA Flood Zones

Area inundated by 100-year flooding,for which Base Flood Elevations have been determined

Jurisdisdictional Wetlands

Archaeological Areas

Carex

Sensitive Species

Rare Communities

Wetlands

Area inundated by 100-year flooding,for which no Base Flood Elevations have been determined

Buildings

Roads




Active IRP Boundary

Closed IRP Boundary

Eastern Plume

0 1,000500Feet

0 1,000500Feet

Asbestos in Base Housing

Lead-Based Paintin Base Housing


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Appendix A

APPENDIX A

References


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Appendix A



FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine A-1

APPENDIX A References

ABB 1994. Final Long Term Monitoring Plan, Building 95, Sites 1 and 3 and Eastern Plume,

Naval Air Station Brunswick, Maine, Installation Restoration Program. August 1994.

Apraham 2005. Information on Retention Ponds from Navy Comments. Greg Apraham of the Naval Air Station Brunswick, Environmental Department. 17 November 2005.

ATSDR 2005. U.S. Department for Health and Human Services, Public Health Service, Agency for Toxic Substances and Disease Registry, Public Health Assessment for Naval Air Station Brunswick, Brunswick, Cumberland County, Maine, EPA Facility ID: ME8170022018. 16 May 2005.

Dewberry 2004a. Draft Asbestos Survey for Residential Property Transfer, Midway Terrace, Dewberry & Davis Inc. May 2004.

Dewberry 2004b. Draft Lead-Based Paint Inspection/Risk Assessment and Asbestos Survey for Residential Property Transfer, B.G. Capehart, Dewberry & Davis Inc. May 2004.

Dewberry 2004c. Draft Lead-Based Paint Inspection/Risk Assessment and Asbestos Survey for Residential Property Transfer, Station Housing I, Dewberry & Davis Inc. May 2004.

Dewberry 2004d. Draft Lead-Based Paint Inspection/Risk Assessment and Asbestos Survey for Residential Property Transfer, Station Housing II, Dewberry & Davis Inc. May 2004.

Dewberry 2004e. Draft Lead-Based Paint Inspection/Risk Assessment and Asbestos Survey for Residential Property Transfer, Topsham, Dewberry & Davis Inc. May 2004.

Dewberry 2004f. Draft Lead-Based Paint Inspection/Risk Assessment and Asbestos Survey for Residential Property Transfer, McKeen, Dewberry & Davis Inc. May 2004.

Drozd 2006. Comments in e-mail communication from D. Drozd on the FINAL (Revision 1) Environmental Condition of Property Report, Naval Air Station, Brunswick, Maine dated 04 May 2006. 11 May 2006.

EA 1998. Summary Report, Biosparging System Operations at Old Navy Fuel Farm, July-December 1997, Naval Air Station, Brunswick, Maine. Engineering, Science, and Technology. February 1998.

EA 2002. Table 1: Timeline of NEX Service Station Petroleum Bulk Storage Operational History, Associated Environmental Investigations, and Remedial Actions from Environmental Site Evaluation Summary Report. EA Engineering, Science, and Technology. November 2002.

EA 2003. Annual Report – Building 95 for Monitoring Events 13 and 14, Naval Air Station, Brunswick, Maine. Engineering, Science, and Technology. January 2003.



EA 2005. Final Groundwater Monitoring Report for the September 2004 Sampling Event, Old Navy Fuel Farm, Naval Air Station, Brunswick, Maine. June 2005.

EA and ECC 2005. Second Five-Year Review Report for Naval Air Station, Brunswick, Maine. Engineering, Science, and Technology and Environmental Chemical Corporation. September 2005.

EPA 1994. Explanation of Significant Differences at Sites 1 and 3, Naval Air Station, Brunswick, Main. Environmental Protection Agency. September 1994.

EPA 2005. U.S. Environmental Protection Agency, Waste Site Cleanup & Reuse in New England, NPL Site Status Information. http://www.epa.gov/superfund/sites/query/queryhtm/nplfin.htm#Maine. 28 October 2005.

Geo-Marine 2001. Integrated Natural Resources Management Plan. Naval Air Station Brunswick, Brunswick, Maine. Geo-Marine, Inc. November 2001.

GZA 1997. Environmental Baseline Survey, Defense Fuel Support Point - Casco Bay Terminal, Casco Bay-to Brunswick Naval Air Station Pipeline, South Harpswell, Maine. GZA GeoEnvironmental, Inc., Portland, Maine. November 1997.

GZA 2000. Results of Supplemental Evaluation of Pipeline Conditions, Response to DEP Comments, Defense Fuel Support Point – Casco Bay to Brunswick Naval Air Station Pipeline EBS, South Harpswell, Maine. GZA GeoEnvironmental, Inc. Portland, Maine, 15 August 2000.

Halliburton 1995. Drum Investigation Summary Report, Revision 1, Site 11 – Fire Training Area (FTA) Naval Air Station, Brunswick, Maine, Installation Restoration Program. Halliburton NUS Corporation. August 1995.

Helland 2005. Information on Site 10, Harpswell Fuel Depot from Brian Helland of the Naval Air Station Brunswick. 31 October 2005.

HRP 1996a. Environmental Baseline Survey Topsham Annex. Naval Air Station Brunswick. Topsham, Maine. HRP Associates, Inc. November 1996.

HRP 1996b. Environmental Baseline Survey of East Brunswick Facility. Naval Air Station Brunswick, Brunswick, Maine. HRP Associates, Inc. 12 November 1996.

Jordan 1990. Remedial Investigation/Feasibility Study Program, Naval Air Station Brunswick, Draft Final Phase I Feasibility Study, Development and Screening of Alternatives, Naval Air Station Brunswick, Brunswick, Maine. E.C. Jordan. August 1990.

Jordan 1991. Draft Final Supplemental Feasibility Study Sites 5, 6, and 12, Naval Air Station Brunswick, Installation Restoration Program. E.C. Jordan. July 1991.

Joy 2005a. Information on Air Permit from Lisa Joy of the Naval Air Station Brunswick. Environmental Department. 11 October 2005.



Joy 2005b. Information on 60,000-gallon spill at the JSFI in 1993, provided as a comment to report from Lisa Joy of the Naval Air Station Brunswick, Environmental Department. 17 November 2005.

Joy 2005c. NAS Brunswick. Air Emission Data Tables. Air Emission Inventory (January1, 2004 to December 31, 2004) Pesticide Usage Emission Calculation/ Summary. 11 October 2005.

Joy 2005d. NAS Brunswick, Air Emission Data Tables, 2004/2005 Master Source List. 11 October 2005.

Joy 2005e. NAS Brunswick, Air Emission Data Tables. Air Emission Inventory 1995 through 2004 Activity-Wide Emissions Summary. 11 October 2005.

Joy 2006a. Information on Retention Ponds and USTs from Lisa Joy of the Naval Air Station Brunswick Environmental Department in an E-mail Communication. 10 February 2006.

Joy 2006b. Miscellaneous Information from Lisa Joy of the Naval Air Station Brunswick Environmental Department in an E-mail Communication to Dawn Kincaid. April 2006.

Joy 2006c. Comments in e-mail communication from Lisa Joy of the Naval Air Station Brunswick Environmental Department to Dawn Kincaid on the FINAL (Revision 1) Environmental Condition of Property Report, Naval Air Station, Brunswick, Maine dated 04 May 2006. 11 May 2006.

Joy 2006d. Lisa Joy, NAS Brunswick. Air Emission Data Tables. Air Emission Inventory (January 1, 1994 to December 31, 2005) Pesticide Usage Emission Calculation/ Summary. May 16, 2006.

KCI 1991. Environmental Assessment, Renovations and Construction of Navy Family Housing. Naval Air Station Brunswick, Maine. KCI Technologies, Inc. July 1991.

Kempf 2005a. Information on Water Supply Wells from Paul Kempf of the Naval Air Station Brunswick. 02 November 2005.

Kempf 2005b. Information on Dyer’s Gate Water Supply Well and Response to Additional Questions for NAS Brunswick ECP from Paul Kempf of the Naval Air Station Brunswick. 21 December 2005.

Kempf 2005c. Navy Comments to Report from Paul Kempf of the Naval Air Station Brunswick. 17 November 2005.

Kempf 2006a. Information on Groundwater Wells from Paul Kempf of the Naval Air Station Brunswick Environmental Department in a Lisa Joy E-mail Communication. 10 February 2006.

Kempf 2006b. Information on Water Supply Wells, Stormwater, and Picnic Pond from Paul Kempf of the Naval Air Station Brunswick. 10 April 2006.



Kempf 2006c. Information on Topsham Annex Drinking Water, Stormwater, and Wastewater from Paul Kempf of the Naval Air Station Brunswick Environmental Department in a Telephone Communication. 17 May 2006.

Kempf 2006d. Information on Building 39 (Golf Course) Pesticide Usage from Paul Kempf of the Naval Air Station Brunswick in an E-mail Communication to Dawn Kincaid. 19 May 2006.

Kempf 2006e. Information on McKeen Street Housing Area Drinking Water, Stormwater, and Wastewater from Paul Kempf of the Naval Air Station Brunswick Environmental Department in an E-mail Communication. 18 May 2006.

Kincaid 2005. Information on Coastal Zone Management from Dawn Kincaid, BRAC Environmental Coordinator, BRAC Project Management Office Northeast. 25 October 2005.

Kincaid 2006. Comments in E-mail Communication from Dawn Kincaid on the FINAL (Revision 1) Environmental Condition of Property Report, Naval Air Station, Brunswick, Maine dated 04 May 2006. 11 May 2006.

Louis Berger 1999. Draft Final Cultural Resources Survey. U.S. Naval Air Station Brunswick, ME. Louis Berger & Associates, Inc. for BCM Engineers, Inc. April1999.

Louis Berger 2000. Phase IB Archaeological Survey, Proposed Bachelor Enlisted Quarters. U.S. Naval Air Station Brunswick Cumberland County, Maine. Louis Berger Group, Inc. for Maquire Group, Inc. July 2000.

Maine Geological Survey 2001. Maine Geological Survey. Coastal Landslide Hazard. http://www.state.me.us/doc/nrimc/mgs/pubs/online/landslides/landslide-orrs-island.pdf. 2001.

Maine Geological Survey 2003. Department of Conservation. Maine Geological Survey. Earthquakes in Maine. http://www.state.me.us/doc/nrimc/mgs/pubs/online/quakes/quakes 11 x17.pdf. 2003.

ME DEP 2004. Departmental Findings of Fact and Order Air Emissions License. Naval Air Station Brunswick, Cumberland County, Brunswick, Maine. State of Maine Department of Environmental Protection. December 2004.

ME DEP 2005. Departmental Findings of Fact and Order Air Emissions License, Amendment #1. Naval Air Station Brunswick, Cumberland County, Brunswick, Maine. State of Maine Department of Environmental Protection. August 2005.

Malcolm Pirnie 2003. Final Environmental Baseline Survey. Naval Air Station Brunswick. Brunswick, Maine. Malcolm Pirnie, Inc. September 2003.

Malcolm Pirnie 2005. Final Preliminary Assessment, Naval Air Station Brunswick, Topsham Annex, Maine. Malcolm Pirnie, Inc. September 2005.



Malcolm Pirnie 2006a. Preliminary Assessment Former Munitions Bunker West Area. Naval Air Station Brunswick, Maine. Malcolm Pirnie, Inc. July 2003.

Malcolm Pirnie 2006b. Lead Soil Sampling Results, Liberty Circle Housing Area, Former Skeet Range, Naval Air Station Brunswick, Topsham Annex, Maine. Malcolm Pirnie, Inc. February 2006.

Maguire 1998. Environmental Assessment, Transfer and Reuse of Excess Property at Topsham Annex. Naval Air Station Brunswick, ME. Maguire Group, Inc. November 1998.

MDWP 2005. Public Water Supply Sources. Maine Drinking Water Program. http://www.main.gov/dhhs/eng/water/CountyMap.htm. 27 October 2005.

Moore 2005. Information on Cultural and Natural Resources from Kari Moore of the Naval Air Station Brunswick. Environmental Department - Cultural Resources. 11 October 2005.

Moore 2006a. Information on Phase I Archaeological Surveys from Kari Moore of the Naval Air Station Brunswick. Environmental Department - Cultural Resources. 04 January 2006.

Moore 2006b. Information on Finding of No Significant Impact on the construction projects from Kari Moore of the Naval Air Station Brunswick. Environmental Department - Cultural Resources. 05 January 2006.

Mosher 2005a. Information on Hazardous Waster from Dale Mosher of the Naval Air Station Brunswick. Environmental Department - Waste. 20 October 2005.

Mosher 2005b. Information on Radiological Materials from Dale Mosher of the Naval Air Station Brunswick. Environmental Department - Waste. 26 October 2005.

Mosher 2006a. Comments in E-mail Communication from Dale Mosher to Dawn Kincaid on the FINAL (Revision 1) Environmental Condition of Property Report, Naval Air Station, Brunswick, Maine dated 04 May 2006. 11 May 2006.

Mosher 2006b. Information on Former and Existing Transformers and Polychlorinated Biphenyls Disposal History from Dale Mosher of the Naval Air Station Brunswick. Environmental Department - Waste. 18 May 2006.

NAS Brunswick GIS. Electronic computer-aided design (CAD) files of NAS Brunswick provided by NAS Brunswick personnel, as modified by real estate maps provided by S. Zamorski, May 2005.

NAS Brunswick PCB Records 2005. Serial numbers, manifests, NAS Brunswick inspection records, and chemical data were recorded based on documentation obtained from NAS Brunswick PCB files during the October 11, 2005 Site Visit. 11 October 2005.

Navy 1991. Navy Radon Assessment and Mitigation Program Screening Results Letter. Naval Air Station Brunswick. January 1991.



Navy 1992. Record of Decision for a Remedial Action at Sites 1 and 3, Naval Air Station Brunswick, Brunswick, Maine. Environmental Protection Agency. June 1992.

Navy 1993a. Record of Decision for a Remedial Action at Sites 5 and 6, Naval Air Station Brunswick, Brunswick, Maine. Environmental Protection Agency. August 1993.

Navy 1993b. Record of Decision for a Remedial Action at Site 8, Naval Air Station Brunswick, Brunswick, Maine. Environmental Protection Agency. August 1993.

Navy 1995. PCB/PCB Contaminated Transformer Notification. Letter from Public Works Department to Fire Chief. Naval Air Station Brunswick. October 1995.

Navy 1998a. Final Record of Decision for Site 2 at Naval Air Station Brunswick, Brunswick, Maine. September 1998.

Navy 1998b. Record of Decision for No Further Action at Sites 4, 11, and 13 and a Remedial Action for the Eastern Plume, Naval Air Station Brunswick, Brunswick, Maine. February 1998.

Navy 1999. Record of Decision for Site 9, Naval Air Station, Brunswick, Maine. Engineering, Science, and Technology. September 1999.

Navy 2002a. Record of Decision for Site 7, Naval Air Station, Brunswick, Maine. Engineering, Science, and Technology. September 2002.

Navy 2002b. Environmental Assessment, Bachelor Enlisted Quarters MILCON Project P-182. Naval Air Station Brunswick, ME. May 2002.

Navy 2002c. Environmental Assessment, Aircraft Maintenance Hangar. Naval Air Station Brunswick, ME. May 2002.

Navy 2003a. Environmental Assessment, Radar Air Traffic Control Tower Facility MILCON Project P-190, Naval Air Station Brunswick, ME. August 2003.

Navy 2003b. Draft Pesticide Management Plan. Naval Air Station Brunswick, Maine. May 2003.

Navy 2004. NAS Brunswick Instruction 5090.6B Stormwater Pollution Prevention Plan (SWP3). Naval Air Station Brunswick, Brunswick, Maine. Department of the Navy. 11 November 2004.

Navy 2005. Naval Air Station Brunswick, Maine. History of the U.S. Naval Air Station Brunswick, ME. October 4, 2005. http://nasb.navy.mil/nasb_history.htm . 24 October 2005).

NOAA 2005. Summary of Essential Fish Habitat Designation. North East Regional Office of the National Oceanic and Atmospheric Administration. http://www.nero.nooa.gov/hcd/states4/gulf_of_Maine_western_part/43307010.html. 25 October 2005.



Prosser 2002. Master Plan for Naval Air Station Brunswick, Brunswick, Maine. Prosser Hallock, February 2002.

Rickel 2005. Information on the Navy Exchange Service Station from Donald J. Rickel of the Naval Air Station Brunswick. 25 October 2005.

Rickel 2006a. Information on the Status of USTs and ASTs from Donald J. Rickel of the Naval Air Station Brunswick. 10 April 2006.

Rickel 2006b. Information on the Status of USTs and ASTs from Donald J. Rickel of the Naval Air Station Brunswick in an E-mail Communication. 10 May 2006.

Sanders 2005. Information on Asbestos and Lead Paint from Carla Sanders of the Naval Air Station Brunswick. Public Works Department. 20 October 2005.

Sanders 2006. Inventory of Asbestos in non-housing buildings from Carla Sanders of the Naval Air Station Brunswick. Public Works Department. May 2006.

Summit 2002. Phase II Environmental Site Assessment of Topsham Annex Parcel 2 Topsham, Maine. Summit Environmental Consultants, Inc. August 2002.

TAMS 1999. Phase 1 Archaeological Survey, Family Housing Projects MILCONs H-380 and H-535. Naval Air Station Brunswick, Maine. TAMS Consultants, Inc. October, 1999.

Tetra Tech EC 2005. Draft Work Plan for UST Remediation Topsham Annex, Naval Air Station Brunswick, Maine. Tetra Tech EC, Inc. 22 November 2005.

Tetra Tech NUS, Inc. 2005. Round 1 Summary for Denitrification-Based Biodegradation Pilot Test, Navy Exchange Service Station, Naval Air Station, Brunswick, Maine. July 2005.

Tetra Tech 2004. Workplan for Denitrification-Based Biodegradation Pilot Test, Navy Exchange Service Station, Naval Air Station, Brunswick, Maine. Tetra Tech NUS, Inc. November 2004.

USDA 2005. FEMA Q3 Flood Data. U.S. Department of Agriculture. http://datagateway.nrcs.usda.gov/. 23 October 2005.

Weston 1983. Initial Assessment Study, Naval Air Station, Brunswick, Maine. Roy F. Weston. June 1983.

Williams 2005. Information on Building Numbers from Tony Williams of the Naval Air Station Brunswick. Planning Department. 26 October 2005.

Woodard & Curran 2002. Hydrologic Study of the Picnic Pond Stormwater Retention System, Mare Brook Watershed, Naval Air Station Brunswick, Brunswick, Maine. Woodard &Curran. 31 July 2002.

Zamorski 2005. Stephanie Zamorski Comments to NAS Brunswick ECP Report concerning Site 10. 17 November 2005.



Zamorski 2006. Comments in E-mail Communication from Stephanie Zamorski to Dawn Kincaid on the FINAL (Revision 1) Environmental Condition of Property Report, Naval Air Station, Brunswick, Maine dated 04 May 2006. 11 May 2006.


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Appendix B

APPENDIX B

List of Contacts


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine Appendix B



FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine B-1

APPENDIX B List of Contacts

Navy ECP Contacts

Contact Name (Last, First) Title/Position Location Telephone

Number E-mail Address

Apraham, Greg Environmental Director NAS Brunswick 207-921-1720 [email protected]

Drozd, David BRAC PMO NE Director BRAC PMO Northeast 215-897-4909 [email protected]

Joy, Lisa Air/IR NAS Brunswick 207-921-1717 [email protected]

Kempf, Paul Water NAS Brunswick 207-921-2491 [email protected]

Kincaid, Dawn BRAC Environmental Coordinator BRAC PMO Northeast 215-897-4915 [email protected]

Lewandowski, Bob BRAC Environmental Coordinator BRAC PMO Northeast 215-897-4908 [email protected]

Monaco, Lonnie Project Manager EFANE 215-897-4911 [email protected]

Moore, Kari Natural Resources NAS Brunswick 207-921-2772 [email protected]

Mosher, Dale Solid Waste NAS Brunswick 207-921-1719 [email protected]

Rapoza, Linda CIV Housing NAS Brunswick [email protected]

Rickel, Don UST/AST NAS Brunswick [email protected]

Sanders, Carla Public Works NAS Brunswick 207-921-1708 [email protected]

Williams, Tony Planning NAS Brunswick 207-921-1703 [email protected]

AMEC Preparers

Contact Name (Last, First) Title/Position Location Telephone

Number E-mail Address

Chow, Daniel Program Manager San Francisco, CA 415-597-7420 [email protected]

Hunt, Celeste BRAC ECP NE Project Manager Westford, MA

978-692-9090 ext. 315

[email protected]

Rice, John Brunswick ECP Team Leader Westford, MA

978-692-9090 ext. 233

[email protected]

Gorman, Erin Brunswick ECP Project Team Member Westford, MA

978-692-9090 ext. 396

[email protected]


FINAL (Revision 2) Environmental Condition of Property Report 30 May 2006 Naval Air Station, Brunswick, Maine B-2


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